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HomeMy WebLinkAbout016-1021-60-000Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM Safety and Building Division '~ ~ INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: ~ ~/ ~G I ~ City Village X Township Talalla, Ben ,, { (~ l C ~ l~( Glenwood, Town of CST BM Elev: O o • Insp. BM Elev: M Description: lv ;~ ~ o ~~ o ~ o a.,,. TANK INFORMATION TYPE MANUFACTURER CAPACITY Septic ~ , 1 Dosing ~~, ,~ ~t , ~~^~_; Aeration ~~•_ I 1~'1/ Holding TANK SETBACK INFO~MgTION TANK TO P/L WELL BLQG-- Vent to Air Intake ROAD Septic ~~ / I ~ 1 Q I > ~ ~ Dosing a,Yll~ I~ap "-` Aeration Holding PUMP/SIPHON INFORMATION Manufacturer _ ~ Deman ~ !I t; ~~~~ :.L' GPM Model Number ~~ ~~--~ r TDH Lift Friction Loss System Head TDH Ft ( S ~--. -~ ~a• 2 ~S Forcemain Length ~ Dia. " Dist. to Well ~ 70 2 ~ 2 SOIL ABSORPTION SYSTEM DIMENSIONS ;,~-~ ,!1 ~~, -:~ SETBACK SYSTEM TO ELEVATION DATA County: St. CrOIX Sanitary Permit No: 515247 0 State Plan ID No: Parcel Tax No: 016-1021-60-000 Section/Town/Range/Map No: 10.30.15.168b STATION BS ~~ HI FS ELEV. Benchmark 3 .SS' 03~ !DU = o Alt. BM ~~ / , !/ Bld i vtoo ~~ • ~ I ~o S t n et iD7,g iz. qo• (~ ~ t ~ 4t-taJe~- ~. Dt Bottom ~~ ~~ ioz.p s.~ ~ , ~3 Header/Man. ' ~~.r `~ r ' ~T foss- ~~ 5 /~ ~ 7 z Dist. Pipe (., (( 77 a1 Gr e ~ ~ Fi n --- D ~ i 1 ~ /®~~ St Cover ~, - ~ r S I w ,~Z 1aZ.~3 ~w rf ~ ~~; Trenches PIT'Dflla~l 9tONS No. Of Pits Inside Dia. Liquid Depth BLDG ~IWELL) 4L.AKB[STREAM I LERCEiING ;IManufacturer: INFORMATION CHAMB Type Of System: ,~ ~~ 5~ r U Model Number. ~'Z~z~~~~~ - DISTRIBUTION SYSTEM ~ ~SCf-(~ ~~F1r'v-.,~r, Header/ nifold Distribution x Hole Size x Hole Spacing V to Air Intake ~ ~~ __ ,~ ~ ~ Pipe(s) /~,r ' ~ ~ ( .-, / , > ' i ~ I Z 5 ~ ~ i- ~~. p:,,, ~ ~ L Length Dia Length 1 "? Spacing Dia SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only ~ j'lh. ~.. Depth Over Bed/Trench Center '/ Depth Over Bed/Trench Edge xx Depth of Topsoil ~~ ~ xx Seeded/Sodd~d-, , : ~' (~' ~..- xx Mulched ~,~; ,~ ;~ es /~ ~ Yes ~ No ~( COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1~-~~~/ Z `J~ /~ Inspection #2: ~ /~l 1 ~ 6 ~~ Location: 3032 160th Ave. Glenwood~Ci}t-y, WI 54013 (SE 1/4 SW 1/4 10 T30N R15W) ~N/A,,,Lpot,,~~~ (~' P_alrAce^l,No: 10.30.15.168 1.) Alt BM Description = ~' ~ ~'"Z ~j ~V ' " ""'' "~^~~"'~'i 2.) Bldg sewer length (,tip (J lnX~- ~ /' -amount of cover ~~ ~ td~~- '' ~ ~• ~ rd`7"-~ Plan revision Required? ^ Yes , No ~ ! / / ~ ~ Use other side for additional information. L__~ ~ ~`~J ~(/ ~ `~ SBD-6710 (R.3/97) Date Insepctor's Signature Cert. No. K- commerce.wi.gov Safety and Buildings Div A 201 W. Washington Ave. .p.~ox Zl~ ounry ~ ~ i seo n s i n Madison, WI 537 1 Hilary Permit Number (to be filled in by Co.) Department of Commerce 5'S Z T Sanitary Permit Application State Transacti o mbe r nN-u In accordance with s. Comm. 83.21(2), Wis. Adm. Code, submission of this form to the appropriate governmental ~ t ~ ~ 7 ~~ !9 / ! ~/G" unit is required prior to obtaining a sanitary permit. Note: Application forms for state-owned POWTS are Project Address (if different than mailing address) submitted to the Department of Commerce. Personal information o ary ur oses in accordance with the Privac Law, s. 15.04 1 (m), Slats. ~ /'/ _ ~ ~ ~ I. A lication Information -Please Print All Inform 'on ~ 30 ~ ~ ~/~ Property Owner's Name ~ Parcel # ~~,~ ~ c~~NT~,~ ~~~ ~-«,~ ~~ a ~ ~a1o ~ico~ ~oZr - ~- Property Owner's Mailing Address CROIX COUNTY ST Property Location / / 3Nt 3 2- r ~ 6 ~`'/~Lc . NNING & ZONING OFFICE i Govt. Lot (• City, State Zip Code um er /o Section S I/ /< G L.t~1(,e5~~ ~lT w% 5 6 1 3 , , circle one? T ~ N R ~~ ")~v II. Type of Building (check all that apply) Lot # ; ~ Subdivision Name or 2 Family Dwelling - Number of Bedrooms ~~ Block # ^ Public/Commercial -Describe Use ^ City of ^ State Owned - Describe Use ~ ~ ~ t; l CSM Numb /~ ~ / ^ Village of ~ Town of ~ L-C-.~ 1 [,Juts /~ / X ~ 3 V _ / . / 1 lQ r III. Type of Permit: (Check only one box on line A. Complete line B if ap licable) A' ^ New S stem Y Re lacement S stem P Y ^ Treatment/Holdin Tank Re lacement Onl g P Y ^ Other Modification to Existin S stem ex lain g Y ( P ) B. ^ Permit Renewal ^ Permit Revision ^ Change of Plumber ^ Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Owner IV. T e of POWTS S stem/Com onent/Device: Check all that a 1 d ~ ^ Non-Pressurized In-Ground ^ Pressurized In-Ground ^ At-Grade Mound > 24 in. of suitable soil ^ Mound < 24 in. of suitable soil ^ Holding Tank ^ Other Dispersal Component (explain) ^ Pretreatment Device (explain) ~ /! V, Dis ersal/TreatmentRrea Information: Design Flow (gpd) Design Soil Application Rate( dsf) Dispersal Area Required (sf) Dispersal Area Proposed (sf) System Elevation VI. Tank Info Capacity in Total # of Manufacturer Gallons Gallons Units ~ o ~ New Tanks Existing Tanks ~ t/ ~ o .~ 2 ,~~, ~ ~ `~ ~ /a ~ ~ ~ ~ a U v~ H v~ i,. C7 n. Septic or Holding Tank ~~~~ ~~~ ~ ~~ ~,P Dosing Chamber ~ JrU ~ 5o ~?, VII. Responsibility Statement- I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Piu tier's Name (Pant ` ~ ? ~ PI tier's Signs~ture MP/MPRS Number Business Phone Number ~/, / ~~~ ~ ~~p 2~ ~ s~s -~~s-Z~s-y~~s Plumber's Address (Street, City, State, Zip Code) ` 9 y3 ~~ 7~ ~Y ~,~ Cr' w/ s o~ VIII. Count /De artment LJse Onl Approved ^ Permit Fee Date Issued Issuing nt Signature $ 5 3 lb Cs ZS . ot~ Ow tven Reason enial IX. Conditi~tl~q~p~rpy$~ieasons for Disapproval 3 O i t<iro~5 I~~t. ~C. ~~~- ~ ~5 llvvtt 1 WW MM KK 1 ~~ 1. e pt ic ta S nk e ffluEnt filter and 4°.t+e~e,,c~ 1..~ 1 ~-~,,,; ~ /~8~.~.: ~ . dispersal cell must all be servk:es I maintaing~ l ~,~pa~o~p.~ G•~ as per management plan provided by plumber l~, Q ( ~ 5~''e.~w ~"'O 5 . , . y 2 Atl setback tettuil'ements must be mai t irnd / n a 1 ~ r/`. • •ACtac71 TO-c'oitiplere pratn'idP'R2 system and submit to thL County only on aper not less than 8 1/2/x 11 inches in size 5~ l )mil, ~Nl~'/~-" !~ ~d ~~~a,N. ~a c. a~' / l/~' SBD-6398 (R. 02/09) Valid thru 02/11 6 , off, i.t) ~_ ~- ~' i ~ ~~~~ ti f 1 ti } J I ~ i ~ , ~ , ~, l ~. ,. r ~ ~ ~z /~ ~, ~ 7 Q` c1, j ,. ~~ ~ ~~ r d ~o ~~ ~~ ~~~ i. r v ~~ ~i` ~ ~~ r ~ ~ ~f ~ v ' O ~ y- ' V \u ~ ~ ~ ~' s ~ t _ ~ A[ J V ~ ~ ~~~ \/ ~~ ,`7 '+ ~~ 3v I ~ ~ ~~ ~ ~ ~ L -,~ r~- d ~' ~. ~ ~ ~ r~ ~ ~~^ `.O Q V a 3 ~ ,~ ~ ~ ~~ ~ M ~ ~ ~ ~ oa ~. ~ ~. M 4--.~ i 8d WdLZ:ZZ 6002 TZ 'daS OZSZ-£b9-SZZ 'ON Xtid 'ONI `JNIHWfI~d QNtiOHl~ION WO~Id - ~-- ~- ~~ =~ ~' i 0 L~ -~ ~~- 8d WdLt:tt 6602 tZ 'daS `~ ~ ~ 3~ ~`^ 1 ~ .. Boa ~y ~. '~ ~ i( ~ ~ ! d i ~ ~ •~ r ~ ~ ~ r ,~ l ,. ~ s v I ~ 7 47 ~ ,, h . ~ ~~ V ~u '~ In M ~ ~ J ~ ~ ~ ~ ` fi ` O ~ h~v O ~ ~ 3 ~ Q ( 'r Q V ~1 s ~ w ~ ~ ~ ~ ~ ! M ~ ~ ~ h3~ ~w~~' V~ ~ M ~'~ ~, _ .~ i BzSZ-~b9-Stz 'ON Xtid 'ONI `JNIHWfI~d QNtiOHl~ION WO~Id commerce.wi.gov i ^ ~scons~n Department of Commerce Safety and Buildings 10541 N RANCH ROAD HAYWARD WI 54843 Contact Through Relay www. commerce.wi.gov/sb/ www.wisconsin.gov Jim Doyle, Governor Richard J. Leinenkugel, Secretary October O1, 2009 CUST ID No. 267985 MICHAEL J MYERS NORTHLAND PLUMBING INC 2943 130TH AVE GLENWOOD CITY WI 54013 ATTN.• POWTS Inspector ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 10/01/2011 Identification Numbers Transaction ID No. 1704742 SITE• Site ID No. 751197 Ben Talalla Please refer to both identification numbers, 3032 160TH Ave above, in all comes ondence with the a enc . Town of Glenwood, 54013 St Croix County SE1/4, SE1/4, S9, T30N, R15W FOR: Description: Mound, 3 bedroom residence Object Type: POWTS Component Manual Regulated Object ID No.: 1239580 Maintenance required; Replacement system; 450 GPD Flow rate; 24 in Soil minimum depth to limiting factor from original grade; System(s): Mound Component Manual -Version 2.0, SBD-10691-P (N.O1/O1), Pressure Distribution _ Component Manual -Version 2.0, SBD-10706-P (N.O1/O1); Effluent Filter ~ . ~~ ?.`~ The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. This system is to be con: and located in accordance with the enclosed approved plans and with any component manual(s) referenced ab The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. No person may engage in or work at plumbing in the state unless licensed to do so by the Department per stats. i The following conditions shall be met during construction or installation and prior to occupancy or use: Key Item(s) ~''- ~_~, , (/L..~~ • In the event this soil absorption system. or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. In addition, the owner must insure that the operation, maintenance and monitoring duties as described in section VIII of the mound component manual are complied with. A copy of this information must be given to the owner upon completion of the project. • The mound must conform to the shape of the contour. • This system is designed for a concave slope. • The designer proposes to install a state approved effluent filter to achieve the requirement of wastewater particle size. Pursuant to outlet filter product approval stipulations, maintenance information must be given to the owner of the POWTS explaining that periodic cleaning of the effluent filter is required. The access opening used to service the filter shall terminate at or above finished grade with a watertight cover. MICHAEL J MYERS Page 2 10/1/2009 Reminder • The orientation of the mound system must be such that the longest dimension is oriented along the surface contour per COMM 83.44(6)(a}2. • Limit activities in the area 15' beyond the down slope edge of the mound per Mound Component Manual. • Surface water drainage shall be diverted away from the system area per Mound Component Manual. • Materials shall conform to the requirements of COMM 84. • The existing POWTS must be properly abandoned per s. Comm 83.33 Wis. Adm. Code. A copy of the approved plans, specifications and this letter shall be on-site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/installation/operation. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Beginning October 1St, 2008, small wastewater holding tanks with estimated flows less than 3,000 gpd that are based completely on approved POWTS component manuals must be submitted to the appropriate governmental unit and will no longer be accepted by the Safety and Buildings Division for review. Please refer to s. Comm 83.22, Wis. Adm. Code for further information. Inquiries concerning this correspondence maybe made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee sfiall provide a copy of this letter to the owner and any others who aze responsible for the installation, operator maintet3aiice of the POWTS. POWTS Plan Reviewer , ~~tegrated Services (715) 634-7810, Fa~15) 634-5150 , M-f 7:45 am - 4:30 pm pat. shandorf@wisconsin.gov Fee Required $ 250.00 Fee Received $ 250.00 Balance Due $ 0.00 _._ WiSMART code: 7633 cc: Leroy G Jansky, POWTS Wastewater Specialist, (715) 726-2544 ,Monday, 7:00 A.M. To 3:30 P.M. Notice: Starting July 1, 2009, no person or entity may engage or offer to engage in construction business in Wisconsin unless they hold a Building Contractor Registration, or equivalent, issued by the Safety and Buildings Division of the Wisconsin Department of Commerce. "Construction business" means a trade that installs, alters or repairs arty building element, component, material or device that is regulated under the commercial building code, chs. Comm 60 to 66, the uniform dwelling code, chs. Comm 20 to 25, the electrical code, ch. Comm 16, the plumbing code, chs. Comm 81 to 87, or the public swimming pools and water attractions code, ch. Comm 90. The term does not include the delivery of building supplies or materials, or the manufacture of a building product not on the building site. For further information, go to our website: www.commerce.wi.eov/SB/SB-BuildingContractorProgram.html MICHAEL J MYERS Reminder Page 2 10/1/2009 • The orientation of the mound system must be such that the longest dimension is oriented along the surface contour per COMM 83.44(6)(a)2. • Limit activities in the area 15' beyond the down slope edge of the mound per Mound Component Manual. • Surface water drainage shall be diverted away from the system area per Mound Component Manual. • Materials shall conform to the requirements of COMM 84. • The existing POWTS must be properly abandoned per s. Comm 83.33 Wis. Adm. Code. A copy of the approved plans, specifications and this letter shall be on-site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/installation/operation. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Beginning October lst, 2008, small wastewater holding tanks with estimated flows less than 3,000 gpd that are based completely on approved POWTS component manuals must be submitted to the appropriate governmental unit and will no longer be accepted by the Safety and Buildings Division for review. Please refer to s. Comm 83.22, Wis. Adm. Code for further information. Inquiries concerning this correspondence maybe made to me at the telephone number listed below, or at the address on this letterhead. The above left installation, op Sincerely, a copy of this letter to the owner and any others who are responsible for the of the POWTS. POWTS Plan Revi~wer, Integrated Services (715) 634-7810, Fay-(a15) 634-5150 , M-f 7:45 am - 4:30 pm pat. shandorf@wisc ons in. gov Fee Required $ 250.00 Fee Received $ 250.00 Balance Due $ 0.00 WiSMART code: 7633 cc: Leroy G Jansky, POWTS Wastewater Specialist, (715) 726-2544 ,Monday, 7:00 A.M. To 3:30 P.M. Notice: Starting July 1, 2009, no person or entity may engage or offer to engage in construction business in Wisconsin unless they hold a Building Contractor Registration, or equivalent, issued by the Safety and Buildings Division of the Wisconsin Department of Commerce. "Construction business" means a trade that installs, alters or repairs any building element, component, material or device that is regulated under the commercial building code, chs. Comm 60 to 66, the uniform dwelling code, chs. Comm 20 to 25, the electrical code, ch. Comm 16, the plumbing code, chs. Comm 81 to 87, or the public swimmingpools and water attractions code, ch. Comm 90. The term does not include the delivery of building supplies or materials, or the manufacture of a building product not on the building site. For further information, go to our website: www.commerce.wi.gov/SB/SB-BuildinaConiractorProgram html s Mound System Cover Page ~, ~ s WIESER CRD~'RETE Project Name: Talalla-mound Owner's Name Ben Talalla Owners Address 3032 160th Ave Glenwood City,W154013 Legal Description se_ •_ '/., ~ • '/. Sec( 9~ T 30 N, R 15 W_ • Township Glenwood county sent ~X RECEIVED Subdivision AU G 2 7 2009 ~°~ SAFETY & BUIlD1NGS Parcel ID# ~, Table of Contents ~. P9• .F 1 Cover page 2 Mound Sizing Calculations ~~, 3 Pressure Distribution Layout and Dynamics _ --.- - ~- 4 Dose Tank - 5 Management and Contingency Plan ~ ~ 6 Plot Map ~ ~' ~ r',n., V total # of pages: 6 Designer Name: Michael J. Myers MP/License #: 267985 Date: 6/7/09 Ph. #: 7 5-265-4115 Signature: Mound System Design Methods Used per "Mound Component Manual For Private Onsite Wastewater Tn3atrnertt Systems" (Version 2.0) SBD-10691-P (N.01/01) per" Pressure Distribution Component manual for Private Onsite Wastewater Treatment Systems" (Version 2.0) SBD-10706-P (N 01/01) 3taAdvisement N72486 220tl~ St, Boyoaville, WI 54725 Ph: 715-843-6068 email: r, FROM NORTHLAND PLUMBING, INC. FAX N0. 715-643-2520 Sep. 21 2009 11:16AM P6 t Mound System Pressure Distribution Calculations Project Name: Tala{la-mound Lafieral Layout Lateral elevation: 101.5 ft Rows of Laterals: z ~ Manifold type: Ena - ~- Orfice diameter, o.i~s ~ In. ~ of Laterals: 2 DisN~l Pressure: 5 ft Lateral Length: 75.3 ft Pogo 3 of 6 Lateral/Manifold Design Litteral diameter. 1'~ ~ in. Lateral spacing (S): 3 ft Lateral to cell edge: 1.8489 ft Lateral discharge rate: 9.59 gpm System discharge rate: 18.77 gpm Manifold diameter: 1'h ~ In. Manifold length: 3 ft Orifice Spacing/Distribution Forcemain Friction Loss Orifice spacing (X): 39.29 Inch®s Forcemain length: 80 ft Orifices per lateral: 24 Forcemain diameter. 11h ~ In. Avg. fl /Orfice: 9.3$ ft2 Friccti~on bss in forcemain: 2.907 ft Lateral Side View ~ Lateral Lend _ __-- -' utrrup wlba~ valve or dearrout plug-~ f?r~ices on bottom of lateral equally spacod PVC laterals and Fmcanain to cow wide specif~ations per Cornet 8~.30(7~e) Foreernain eonrieetion via tee or cross to manifold at arg+ point Lateral Plan View Clean Out Detail Clearraut plug Grade ~orbellvelve Sprinkler Box Long Sweep 90 ortwo 45's--~. Observation Pipes 6" Minimu~ ddttter tight rap or plug Nds; Closet Co7ar m~ tx used ii place of 3/9" bar ~31t1' Her r. FROM NORTHLAND PLUMBING, INC. FAX N0. 715-643-2520 Sep. 21 2009 11:17AM P7 Mound System Mound Sizing Callculations Project Name: Talalla-mound Site Conditions Project Type: ~ i or 2 Family Dwelling ~ Slope: 11 °/fo # of Bedrooms: 3 Depth to limiting factor. 24 in. Absorbtion rate of fill materiak 1 gaVft~/day Absorbtion rate of in~itu soil: 0.6 gaVftz/day Effluent quality t~#i ~ Max BOD effluent value: 220 mg/l Max TSS effluent value: 1 SO mg/l Design of Entire FiN Cell depth at upslope edge (D}: Cell depth at downslope edge (E): Distribution cell depth (F): Goner thickness over edge (G): Covr:r thickness over center (H): End slope width (K): Fill It:ngth (L): Upslope width (J): Downslope width (Toe} (I): Fill Width {W}: Pag° 2 of 8 12.0 in. 19.8 in. 9.5 in. 6 in. 12 in. 9.4 ft. 95.1 ft 5.2 ft. 13.2 ft 24.3 ft Design of the Distribution Cell Basal Area System Design Flow: 450.0 gallday Basal area required: 750 ft~ Distribution cell width (A): 5.90 ft Basel area available: 1457 ft~ Distribution cell length (B}: 76.3 ft Area of Distribution Cell: 450.0 {~ ObSeN2tI0t1 Pipes Contour Elevation of Mound: 100.00 ft Logtion from end of cell (Z}: 12.72 ft System Elevation of Mound: 101.00 ft Final Grade of Mound: 102.79 ft Mound Plan View JJ t~bservation fop©s by K--~ ~ ~ Distribu#ion Cell [3 I~iC I Tilled AreaJI=III Material L Mound Cross S+:sction Fine1 Grade Synthetic Ft~bric Distribution Cell System Eleti-ation ~R 9 Con®r Material ~ ""~' ` E Invert F1I Material ~ -S1opE "~Observ Gon Pipe M ' ~ea~ .~ 3 ~ Tilled Area ~--Forcemain ystem Contour Notes: Fill material to consist of ASTM C33 Sand D'atributan III aggnegate to comply with Comm 84.30(6)(1) Synthetic Fabric covering on cell per Comm 84.30(6)(8) Distributbn Cgll to have minimum fi" aggregate bebw lateral and 2" above. / ~j~y"~`~ s~2le7~85 Mound System Septic, Pump and Dose Tank Project: Talalla-mound Tank Information Pump tank manufacturer: Wieser Concrete Pump tank size/model: wiooo/6so-MR ~ Pump tank galrnch: 17 Actual Pump Tank Volume: 646 gal Tank bottom elevation (inside): ~ 82 ft Septic tank size/model: wioo0/65o-MR ~ Pump and Fitter Pump Manufacturer: Goulds Pump Model: PE51 P1 Effluent Filter: Pol lock 525 Note: Access opening of sufficient size to be provided to allow removal of filter. Opening to terminate at or above grade. Pump Tank Diagram Watertight Locking Gover 4 Inch With Worming Label min Minimum ,.__ ounet Location `f~ Elect. per Comm 16.28 and NEC 300 Weep Hale i4 or Anti- Siphon 6 Device C D Pump must be capable of: and head pressure of: 19.8 GPM 29.1 Feet Page 4 of 6 Dosage Volume Forcemain drains back to tank? OQ Yes O No Lateral void volume: 15.6 gal Dosage to absorbtion Cell: 78.2 gal Forcemain volume: 8.5 gal Total dosage: 86.7 gal Total Dynamic Head Are laterals highest point? y if not, enter highest elevation: 0 ft System head (distal x 1.3) 6.50 ft Vertical Lift ("D" to lateral) 19.62 ft Friction loss in forcemain: 2.91 ft Pressure loss from filter. LJft Total dynamic head (TDH): 29.03 ft Dose Tank Levels In. Gal A Reserve 22.9 389.3 B Pump off to Alarm 2.0 34.0 C Total Dosage 5.1 86.7 D Effluent depth for pump 8.0 136.0 Total Capacity: 38.0 646.0 e FROM NORTHLAND PLUMBING, INC. FROM ~ f~tTFLAtm PLl~tBING~ 1NC. ~..----- I~ FAX NO. 715-643-2520 FAK N0. ~ ~iS-6.~3-~~21~ ~... -r ' ""~"~ ~ n ~ ,~ ~ 1 ~~~~~ ,~ ~, ~~ ~ ~ a O f~ ~ ~ .p C1 ~i ~• F~ ~ -4 t 4 I //~~ ' ~ ~ . ~ YJ I M~ n / ,1 ., 1 D ~ ' ~~ v ` ~ , o ~~ i i I ~Z111~w A~''! fi~~ , ~~ ~ ~ , 1. ~ r i' r~,~ ~y 1 ' I ~ ~ ~ ~ j ', i I 1 ~ I r 1 11 ' tid Wy90:2S 6082 9~ 'da Sep. 21 2009 11:16AM P5 Sea. 16 ?9A9 !2: S2r~'' P1 l r I J _/ t~~ r . ~~~~ ~ `~i ~b ~. ~. ~--- ` --• ,...~ .. I w lvz.~-J~ '~ ~ S ~9£69bZSTZ ~ 'UN X~Jd Hl~y~-I UI~H~Id 0:~ XIOb~ 15: WOJ3 GOULDS PUMPS Residential Water Systems APPLICATIONS MOTOR Speaally designed for the following uses: • Mound Systems • Effluent/Dosing Systems • Low Pressure Pipe Systems • Basement Draining • Heavy Duty Sump/ , Dewatering SPECIFICATIONS Pump -General: • Discharge: l'r4" NPT • Temperature: 104°F (40°C) maximum, continuous when fully submerged. • Solids handling:'~4" maximum sphere. • Automatic models include a float switch. • Manual models available. • Pumping range: see performance chart or curve. PE31 Pump: • Maximum apacity: 53 GPM • Maximum head: 25'_TDH PE41 Pump: • Maximum capaaty: 61 GPM • Maximum head: 29' TDH PE51 Pump: • Maximum capaaty: 70 GPM • Maximum head: 37' TDH METERS FEET ao 35 10 g 30 = 25 20 0 15 O 10 5 0~ .. General: • Single phase • 60 Hertz • 115 and 230 volts • Built-in thermal overload protection with automatic reset. • Class B insulation. • Oil-filled design. • High strength carbon steel shaft. PE31 Motor: • .33 HP 3000 RPM • 115 votes • Shaded pole design PE41 Motor. • .40 HF 3400 RPM • 115 and 230 volts • PSC design PE51 Motor. • .50 HF 3400 RPM • 115 and 230 volts • PSC design AGENCY LISTINGS s~® c us Tested to UL 778 and CSA 22.2108 Standards By Canadian Standards Assodation Rle #LR38549 - ~-r- t ~- -~- - 1- _.; - - -1 . ' ' ' -- ~ 2 G PM ~ . 1FT _i~. ~ , -. _ .:. ~..~1 , t 1 ,~ -+ i - ..:1. 1 ~ ,_;., '.i _ . -+_ T-~-~ _ . ; ., i-.i-;._-. . ~.. t. , i_. 1. ... . __.._y.._~-{ i..i _. _ _.. -L_ 1_._.1 .._ - L- _1-~ - .. A. j _i.-_L. i 1 1 n~ 1 A ] n • n e n n MOOEIS: PE31, PEIt, -E511 HP..33, .t0, .SO III Goulds Pumps a ISO 900t Registered. rr. can 0 5 10 115 m3/h cnPnaTr ~~SCO/f' ~~il~ Department of Commerce Division of Safety and Buil i s p A ~ ~IL EVALUATION REPORT rdanoe with Comm 85, Wis. Adm. Code #61 Page 1 of 4 Northland Plumbing, Inc. County Attach complete site plan on paper not less than 8'/: x 11 inches in sine. Plan must St. Croix include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I D percent slope, scale or dimensions, north arrow, and location and distance to nearest road. . . ~ ~ ~ly ~ ~( lJ Please Revie d By Date Personal information you provide may u (Priv Law, s. 15.04 (1) (m)). !' 3 Property Owner Property Location Ben Talalla Govt. Lot SE1/ , SE1/4, S9, T30N, R15W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 3032 160th Ave ST. CROIX COUNTY City St ^ City ^ ~Ilage ®Town Nearest Road Glenwood City WI 54013 Glenwood 160Th Avenue ^ New Construction Use: ®Residential / Number of bedrooms 3 Code derNed design flow rate 450 GPD ® Replacement ^ Public or commeraal -Describe: Parent material Loess Flood plain elevation, ff applicable ft. General comments Mound site using 100.79' contour and a 6'x75' bed and recommendations: ~~ 1 ^ Boring Boring # ® pit Ground surface elev. 100.79 fl. Depth to limiting factor 24 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GP D~ in. Munsell Qu. Sz. Cont. Cobr Gr. Sz. Sh. •EffAr1 •EfhR2 1 0-12 10YR3/2 sil 3sbk mvfr a 2m .6 .8 2 12-21 10YR4/4 sil 3sbk mvfr cs im .6 .8 3 21-24 10YR5/4 sicl 35bk mvfr cs im .4 .6 4 24-49 7.5YR5/6 7.SYR6/8fif spots sd 2sbk mefi cs im .4 .6 .~---~ Boring # ^ Boring ® ptt Ground surface elev. 99.45 tt. Depth to limiting factor 27 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GP Dlfts in. Munsell Qu. Sz. Cont. Cobr Gr. Sz. Sh. •Etf#H *Eff#r2 1 0-11 10YR3/2 sil 3sbk mvfr cs 3f .6 .8 2 11-19 10YR4/4 sil 3sbk mvfr cs im .6 .8 3 19-27 10YR5/4 sicl 3sbk mvfr a 2f .4 .6 4 27-60 7.5YR5/6 sd 2s mefi a .4 .6 • Effluent #1 = BODS> 30 <_ 220 m ' and TSS >30 < 150 m /L " Effluent #2 =BODE <_30 mg/L and TS5 <_30 mg/L ,CST Name (Please Print) Sig tune: CST Number Michael J. Myers 267985 '~ Address Northland Plumbing, Inc. Date Evaluation Conducted Telephone Number 2943130th Ave Glenwood C' 15x013 5/4/09 715-265-4115 SBD-8430 (it07/001 Property Owner Ben Talalla Parcel ID # Page 2 of 4 .. . 3 Boring # ^ Boring # ~ ~ '~ ®Pit Ground surface elev. 98.05 it. Depth to limiting factor 30 ; ,in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft= in. Munsell Qu. Sz. CoM. Color Gr. Sz. Sh. 'EtF#'I 'EN#2 1 0-13 10YR3/2 sil 3sbk mvfr a 3f .6 .8 2 13-24 10YR4/4 sil 3sbk mvfr cs if .6 .8 3 24-30 10YR5/4 fs Osg mfi a .5 1.0 4 30-58 7.5YR5/6 7.5YR6/8 fif spots sci 2sbk mefi a 1m .4 .6 'Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 <150 mg/L ` Effluent #2 =GODS < 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 formal, please contact the department at 608-266-3151 or TTY 608-264-8777. nn~ a++n m n•r.nn~ Y...NJ+M nL.w.Nr... T..n ~ Property owner Ben Talalla Parcel ID # Page 2 of 4 3 Boring # ^ Boring ~ ~~~ ~ ~ ,~ Pit Ground surface elev. 98,05 ft. Depth to limiting factor 30 ~in. ® Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz in. Mansell Qu. Sz. Cont. Color Gr; Sz. Sh. *Eff#1 *Eff#2 1 0-13 10YR3/2 sil 3sbk mvfr cs 3f .6 .8 2 13-24 10YR4/4 sil 3sbk mvfr cs if .6 .8 3 24-30 10YR5/4 fs Osg mfi cs .5 1.0 4 30-58 7.5YR5/6 7.5YR6/8 fif spots sd 2sbk mefi cs 1m .4 .6 * Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 <150 mg/L * Effluent #2 = BODS < 30 mg/L and TSS <30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. ..,... -„~ m .,.,,.,,,. .~,...~.~....~ „~.....N.... ,.... t L 4 \~ ~~ ~~~~~~ \ i 3 ~~ ~ ~~~ ~ '~ ~~~ I ~ ~ ~~ ~ II i // ~ ~ .~ ,' / . ~ ~ ~ ~-~`° ~' ~~~~,~~ 3 ~~`?~ ' ~ - ~ ~I W ~ ~ 7 ,/ \ /~ ~ ~O ~: i ~ ~ _ v ~ ~ in AL , I ~ ~ ~ ~ ~ `~ O U' ~ v- 3~ o' 3 ~, ,~ w~~ ~~ ~' N~0° ~-- ~, 3 ~ ~ ~ ~~ ~ ~ w '~ ~ M- ~~,~~ ~ ~' ~c . STATE F3Ak'O~WIS'C[ N.~Nf FORM I~1y99 pocument Number ~~ WARRANTY DEED This Deed, made between Susan M. Ammann, a single parson and Cynthia A. Walpole, a single person Grantee. Grantor, for a valuable consideration, conveys to Grantee the following described real estate in 3t. Croix County, State of Wisconsin (the "Property") (if more space is needed, please attach addendum): Lot 1 of Certified Survey Map recorded in Volume 6 on page 1558 as Document No. 404072 being a part of the Southeast Quarteer o£ the Southwest Quarter (SE1/4 0£ SW1/4) Section 10, Township 30 North, Range 15 West, Town of Glenwood Together with all appurtenant rights, title and interests. 6 6 8 2 7 7 r:FlTHLEEN H. WALSH I?EGTSTEk OF DEEDS T. CkOIX CO., 1JI RECEIVED FOR RECORD 01-14-2002 3:00 PM Grantor, 11ARkRNTY DEED EXEMRT lY CEkT COPY FEE: COPY fEE: TRANSFER fEE: 276.00 kECORDING FEE: 11.40 RAGES: 1 Recording Area N:unc and 12rtunt .AJdress RETURN to- TITLE ONE PREMIER GROUP. INC. 708 18TH STREET SOUTH HUDSON, WI 54016 016-1021-60-0000 Parcel Identification Number (PlN1 This is _ homestead property. (+s) (is qDt) Grantor warrants that the title to the Property is good, indefeasible in fee simple and free and clear of encumbrances except Reservations, restrictions and easements of record, if any, and public highways, zoning and building r®gulations. t Dated this 28th day of Dacembelr 2001 * *Susan M. Ammann AUTHENTICATION Signature(s) authenticated this day of TITLE: MEMBER STATE BAR OF WISCONSIN (If not, authorized by §706.06, Wis. Stets.) TNIS INSTRUMHNT WAS DRAFTED I3Y Micheal H. Foracki Eau Claire, WI 54701 (Siennttlres may be authenticated or ackno.vled eed. Both err not nece s5ar~. ~ ACKNOWLEDGMENT STATE OF WISCONSIN ) ss. Polk County. ) Personally came before me this 28th day of December 2001 the abpyve named Susan M. Arnxnann •.~7t~E-tIr~;; ~ -I- Pi ~ to Ime kn wn to be the person wtto~xecktted the foreg ng i strument nd c wl ged dxe~~e,~ * Sidn P Jo a c' y ~:+~~tid ~G,. Notar Public. State of Wisconsin i"' ~~ My Commission is permanent. (!f not. state x•piration date: W'ARRA\'rl' DEED ST.\TE 4:\R OP \\~IS('(3\S!\ FORAI No. I-1999 'Names of persons signing in any capac ily must tx: typed nr printed below their signuw re. entury 21 Premier Group PO box 56, Saint Croix Falls W! 54024-01156 Phone:(7l5)483-3244 Fax: RogerPanek Produced with ZJpFOrm^' by RE FormsNet, llC 113025 Fifteen Mile Road, CliMOn Township, Michigan 48035, (9007 383-9805 'r607056 R .7_ F X _3~'~S (0) Pa~aaue~ 0 OZ~O 9LLZb896 puaS Wy ZT~OT OiOZ-EZ-udd EZ£ ;~nsab s6d uoi;eana uoi;e~i;i;uap~ ad~(1 auai~a;ea qo~ WV EI~OI OTOZ-£Z-~dy 989b-98E-5IL 6u ~uoZ/ue Ld ~'~uno~ x ~o,~~ ' ~S uoi;euaao;u~ aapeaH xe~ ~ a6ed saiaaS d~W S£0£W la~aasel dH ~~ a21 Iles xe~ 4t~4072 CERT/F/ED SURVEY MAP NO. zss8 VOLUME 6 ,PAGE lss8 PART OF THE SOUTHEAST ONE-QUARTER OF THE SOUTHWEST ONE-QUARTER, SECTION 10, TOWN 30 tdORTH, RANGE 15 WEST, TOWN OF GLENWOOD, ST. CROIX COUNTY, STATE OF WISCONSIN. 4N pL. A,T TED L,A NOS EAST 4/0.00 ~I• o: ouT- BUlL D/N GS y: o. _. Q: J: o 2: J. nousE O O O ~ 0 2 m ~' D o N ~ /20, 950 S(f FT t ~ °j N 2.78 ACRES ~ ~ ~ ~ s !O 4, 550 SO. FT. 0 2.40 ACRES = Z W/TROUT ROAD R./W. r° ~: ~.; ~': o• A: J- -'. T' J. ,. i• a: 8 ~ WEST 4/0.00" r N r Q! p 8 - I I ~'1 O b p ,. n N p ~ ° O ,~ M °_ ~~~ /60th AVE. ~` ~ _ a° '° SW CORNER ~ SOVTN L/Nf SM !i. - -WEST -- 4/ 0.00 - - ~I' 2610 - S III M . BEAR/NBS qRE REFERENCED TO UN PLATTED ~ANOS '$ ~. ~Q E / ~~: (^,'Q~ Q ~ 6 ~ N~ YNE SOUTH L/NE OF THE SW//~ o- ~ ao' /ad SEC. /O, T30N R/SW Q SET 3/4 "r 24" qE-ROD FOUND 3/4 ~~ RE-ROD. YN/S SURVEY PREPARED FORS •-~4~~~~~tNIB1 ~ NS. SUE AMMANN ROUTE ? ~ Q \~~ ~~ R 6LENWOOD C/TY W/ 440/3 _ ~ ~~ V '~~~ ~J-~ 914 * ~ ~i ~~ ,, ` ~ E01 ?I R. * ~~ ~ AUG ~ +9~~ ~ ~ HERRfCK ~ y~ ~; ~~ ~ S-1303 MENOMONlE " ~~~ ~ ~ ~ , _ 444,. - '~.. ~ APPROVED '°~ ~ ::::::~ • AUG ~~ ~qR5 sz. c~o~x cou.nY COM-dEHL'NyYE fAtlCS RAW~l10 CEDAR CORPORATION AI~O ZQWII'1Q~ ~~~ 604 WILSON AVENUE MENOMON/E~W/ 547b/ (7/51 233-908/ PAGE! OF?. Volume 6 Page 1558 ~ p~ ,~aMSUe oN 0 TT~T 06b9ZL99TLT6 PuaS Wt1 8b~60 OTOZ-EZ-udtl 90E ;~nsab s6d uoi;sand uoi;e~i~i;uap~ ad~(1 auaiLa;ea qo~ Wt/ 0560 OTOZ-EZ-udtl 989b-98£-5TL 6u~uoZLue~d ~'~uno~ x~ou~ ~~S uoi;ew~o~u~ ~apeaH xe~ ~ a6ed saiaaS d~W S£0£W }a~aase~ dH }ao ab ~~e~ xe~ r ,a ' ~~ Wisconsin Department of Commerce Division of Safety and Buildings SOIL EVALUATION REPORT Page ~ of In accoroance wRn Comm aa, vvls. Nam. wutl Plan must 11 I i ize t l th 81/2 h l t it l A n County ,s' C.i '' . ess an x nc es n s e p an on paper no ttach comp e e s inducts, but not limited to: vertical and horizontal reference point (BM), direction and p~ I,p, percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Q ~- GOO P/ease print all Information. Date Re 'awed by Personal InforrnaGon you'provida may us d t r a onda p see (Privacy Law, a. 15.04 (1) (m)). / n . ~ AA) ~ (/~FS~ Property Owner ~ Property location Govt. l.ot 1/4 1/4 S (~ T 3o N R (S~ E (or) W Property Owner's Mailing Address Lo # Block # Subd. or CSM# /-3 ~ ~ , p ~ L ~ '_' / City to Zip Code Phone Number ^ City ^ Village j,~'Town Nearest Road ~ ~ ~. ~ c /~.~~ - 9s' o. L ~ d~ ~'- ~ ~~ ^ New Construction Use: ~ Residential / Number of bedrooms T Code derived design flow rate (Replacement ^ Public or commerdal - Cjesaibe: __. Parent material CL.N L?' /%~ L ~/ G L Flood Plain elevation if applicable . General corrvnents /7 °Z'~- .S'~' f'N JQ /~ f~ !0 ~ /QO /~? y 7 ~~ / ~ and recommendations: ~J G7 r M1~4' ~ r, ~nr~1 GPD ft. / ` Boring ~~ ~;v r~v,,I~T r / Boring # ~ ~ Pit Ground surface elev. ~~,~-T ft. Depth to: limiting factor ,~ In.,-, ppNlN Soil licatiod Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Bou % Roots G in. Munsell Qu. Sz. Cont. Cdor Gr. Sz. Sh. 'E k 'Eff#2 0 R~~ --~ Si C /~ 6 Y"~4 G S ~ ~ ~ d c ~ ~ r-..~ -- -- , ~ ,~ t3orirrg # ~ Baring .pit Ground surface elev. ~ 4-.~ft. Depth to limiting factor in. Soil lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP D/fP in. Munsell Qu. Sz: Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 9 ~ ~- Dt ---- Si ~~ a .~ G=.S .. L 6 'Effluent #1 = BOD > 30 < 22U mgll. and TSS >30 < 150 rnglL - tmuent ~~ _ tsuu ~ su mgiu anc 1 ~ ~ su mg/~ CST Name (Please Print) / natyga CST Number t~~L~ ~ ~ Mi ~ _ ~z~~..~ A~~ Date Evaluation Conducted Telephone Number r" ~~ i ,~ Property Owner _SG~SA I~/ ~ /~/ 1VIA N Parcel ID # U /y " ~e ~~ ° b o ° c~O Page ~ of 3 ~~g # ^ Boring 1 ~ pit Ground surtace elev. 9~ ~ ft. Depth to limiting factor } v ~ in. Shc icaGon Rate Horizon Depth Dominant Color Redox Description Texture SWcture Consistence Boundary Roots GP D/ff in. MunseU Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 l o- $' ~ ~ - ~~ Msd K Mv~r~ g S ~~ ..~ . ~ ~ s~~ a n~ A6 k ~R G S ~ C G ._-- e ~ ~,~ 6 M ~ s -- ^ Pit Ground surface elev. ft. Depth to limiting factor in. ~~ # ^ ~~~ Soil lication Rate Horizon Depth Dominant Cdor Redox Description- Texture SWcture Consistence Boundary Roots GP D/ff in. Mansell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 a ~~~# ° ~~ ^ Pit Ground surface elev. ft. Depth to limiting factor in. Sal ication Rate Horizon Depth Dominant Color Redox Description. Texture Structure Consistence Boundary Roots GP D/fF in. MunseU Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 'Effluent #1 = BODE > 30 < 220 mglL and TSS >30 < 150 mglL • Effluent #2 = BODs < 30 mglL and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. sso-aw ~.woor - - - -- -- ~ = - -, - -- - - 1ST f - -~ --- ~ --- ~ -- ,- I - I -- _ - - --- - - - - - - -- f2 - Q _ a a ~ 3 r _ ~ I -- - ~ - - _ --__ ---_ -- _ ,-- --- --- ---_ -- i--- ~---1 -- -- -- - -- i - - - 4 - r - -- - ___ __ --- ~ - - ;--- , -- -- i ---- - - - ,__ ~ -- _ -- - - - -- _ ~ ___ 1 - ; ___ _ _. ~ ~ _ .__ __ _ _-- _ i 1 ~ S~ ~ ~ _ _ _ __ ___ _ ~ ; ___ _ _ ~ _ _ __ _ _ __ y _ _ __ ~ _ ___ ~ ___ a _. -- -- ~ - -_1 - _ ~ _-_ ' - - - f -- ~ , ~ - ~--- ~ - __ ~ _- t --- - - __ __ ~ - - _ - -_ __ __i -- _ -- _- - - - - I__ -- -- _ - _ ---- ---- __ -- _ - - - _ - _ _- _ - -_~ -- ----~ -- - - - -- -- -; -- T ~ I ~ ~ - -- - - - ~ I ~ a - j _ _ - ~ -- -- a -- c • - - _ , ~ _ _ --- _-- - - i -- _ - -- - 1~ - - _-- ~ I __ ~ __. - . _ _-- ---_ - ___ - __ __ _- _-- __- _ ~ e __ _ - - __ _-- - - --- __-- _ _ - I __ ~ ' - --~ - ~ ~ -- --- _ _ - ~ _ _ - --- - -- ~ - . _ __ - ~ --- - --- ~ - --- I -- -- ~ __ l- _ __- -- -- --~ ,~I - -- -- _-__ -- - ~ -- I -- - - -- -- - - ~ - -~ - ~ , ~ I I I ~ ~ i I I ~_ - - .-- - _ ~ - v - --- -t ~ - -- -- --- - ~. _ ~- .. __ -- --f _ _ + -- -- ._ _ - _ - - _ ---~ - 1 i I ~ ~ ' __ , _-- _ - -- ` - - ~- ---~ -_ _ I - L - - i -- - - - - - - , - ~ ~ _ _ ~ ~ -- j ' ~ ' - --, -- - - - - - - _ - - --- _-- _- _- ~ - ,. - - J ~ -- I - ~ ` -- - __ __I --- -_ . ~ - ~ ~' _ L - __ .--- - -_ _ -_ i _ I I ~ ~ ~ ~ ~ ~ i-~ 1 I _ _ ~ _, - - ---,-- ---- I -_ - __- -~- ~~- -- ~ I- - - ~-- --t- - I,------ ~ -- ~ I i ~I ~ ---j--i ~~ ~ ~_ ~-~- - ~ F--- ---- - -`_ __ --' - L_ .- --- ~ ---- I I `---1-- - ~-' _ - - -- ----I_--- _ _ '~-- ~ ~ ~- .- - -- _ ---- -- -.__ _ .._ __ ~__ i - - --~- - - - -I_ -- - '-- - -- -- ~ ~ ~ j ~ ~ ~ -- ~ - - _ . r -- - I - - -- _ _- --- - _ i . _ . _ --. L. _ - _ i --- -- ~--- - , - - - - -;--- , ~ T t ~ ~ ~ ~~ - -~ ~ ,- -- -- _ ~ r ~ ,. _, I ~ ~ - ~- ~ _ ___I ~ [ ~~ + ~ i , i - --- - ~---_, --- i I- -- -_ . ~_ i I ~ ~ , , ~ l ! ~ -- -- -~- - I -- -~ ~___ _ i_ _ _ - -- _ _ -- ' - ~ --1- ~ ---' __- ~ ' - - -- -- - - - - - - ' _ --- - - - -~--; f ~ - I __ -I _~ ~ - -; ~ ' -1- ~ I I ' - -- i ~-- ~ ~ II _- ~~~ -- h- _ ~-_ ~ __i _ I -, ~ ~- ~. _ ~ I _. _ i-_ i _. _ l I- _ ~ - ~ _ ~-- - I - - - - - ~- - _ - F -- - ~ _~ ---~ ---- - - i 1 1 j ~ ~ I ~ I ~ ~ ~ '~ --~- -- - ~ ~ - - ` - ~ ~ -- - ~- _ ~ . i -- __ _ __i _ - -~- --___ ____ -- !- -~_- -- -~ -- -- -i -~---- -- -- - - - --~---,---~__,.~ -I__ _~ _-I- _ _ -- - _ ~- __~ _r _ - -1 _ - ~--- -- ~ - ~__ __ _-- -- - ~-~- --. ~ I _ -- --- - I _~ ~ ~C -~---- --- - ~- -- - l- ~ - _ ~ ~_--- - -~--- -- - -~--- ~ _. f ~ ~. _ _ r _~- _ _ _~ - _-- - - ~- _ r ---- --- ~-- - -- - - - - -- ~ i ~ --- -_ _ ~- - - -----~---- ~--- ~ i ~ -- ~--;---- -_, _ I I-_ i ~ ~ ~ j I ~ - _ ___'_. _,_ , i ~ 1 -~~ ~ ~ __-- -:---_ - - - - _ - - -- J --- --- --- ~ i I _ _.-~ - --- ,--- - --- -- _ r ~ __ _ _ _ . _. ~ ~ i. C C - - ----~- __ ~--r---- -- -~--~--- F-T ~-- __ __f_ - _ _ -- -- - -- -- ~__ ~ ~ I ~ ~ - -- - _ ~ _~ _- i i ~ I ~ _,_ ~ i '- - -- -- -- ~ r - --- - ~ I ~ ~_ - - - --- _ r__ ~ ~ . _ - ~ --i- - r--- f - _ _ ' _ I _ __ _ _ _ - -- ---1 I ~ --- -- -- L__ _ _ . -~t - s---~ _ - - ~ ~ --' r---~- , - ~ --1- _ ~- ~ _ .~-- __ , ,_ _ _ ~__~ __~ _ , _ _ r-r__r_-~ . _ _ __ ~ -___ _~ _ ~ __ _, _- ~- _ _. ___ - ~- 11 __ _,__ L ._ ~ F-- ~ _-!- r ~ ~ ~ f _.- 1 ~ __- _.__ _ ___- ._ _ ... _ _ 4 I - '-' I 4 I i-I i I -- - 4 i ~ I ~ I I 1 _ _ __~ _ L__'- ~ ~ -_ _..__ r .~.---- ~ __ ~ ~ ~ i_ - -~- -- -_- - - - --- - _. - r-- I-~ -- ~- ----~ I I I ~ I I ~ _ ~' f - - it----- -- ' - - - ~~ ~ '' ~ j i ~ i i i ~_ ' ~ ~ ~~ ~.- - . I l I ~ --~ ~ --~ - ---~ - _ ~-- ~--- r-- ~__ ~ ~ _ ~ _ _ ~ ~ '_ - ' ~-- - -- , ___~ _ ~___ ~_ _ I--r-- ~. r ~ ~ i -_ -----r- -- - ----~_ ! -_ - ~- ~__ I I I_____ ____ ___ I _ I___ _ ___- _ _ __ _~__ __;_ __ ___ _ _ ~ __ _ __ ___ ____r__ __ ~- f _.__ _ _ I-~~ --~f-. - _ 1 ~ ~~ -- -- - - - ~ --' r- --~- - i ;--- - - ~_ _ ---- -- - _ -~--- -- -- - -- - -- i , i r-- ~ l- I !-- ~~,~~ ~ Z~~~~ November 30, 2007 Ben & Cynthia Talalla 3032 160t" Avenue Glenwood City, WI 54013 Re: Failing sanitary system at 3032 160th Avenue, Further described as in the SE/SW quarter in Section 10, T30N R 15W, Town of Glenwood, parcel # Code Administration 10.30.15.1688, computer # 016-1021-60-000. 715-386-4680 Dear Mr & Mrs. Talalla: Land Information ~ Planning 715-386-4674 th On November 30 I spoke with Mr. Talalla regarding the failing sanitary system on the property mentioned above. You asked if I would send some additional Real Property information on the different types of sanitary systems and grant/loan programs 715-386-4677 available. Enclosed is the information you requested. Please keep in mind, you have (1) year to replace the current failing sanitary system with a code complying Recycling system. I advised contacting a plumber from the list I sent you previously as soon 715-386-4675 as possible. Plumbers get very busy in the spring and can book up quickly for the year. Please keep me updated on your progress. If you have any further questions or concerns, I can be reached at (715) 386-4683. Respectfully, Carrie Stoltz Zoning Technician /cs Cc: Town of Glenwood File Enclosures: grant/loan/sanitary info ST. CRO/X COUNTY GOVERNMENT CENTER 1 101 CARM/CHAFE ROAD, HUDSON, Wi 54016 715-386-4686 FAx ~~„~~ & ~o~~~ November 21, 2007 Cynthia Walpole 3032 160t" Avenue Glenwood City, WI 54013 Re: Failing sanitary system at 3032 160th Avenue, Further described as in the SE/SW quarter in Section 10, T30N R 15W, Town of Glenwood, parcel # Code Administration 10.30.15.1686, Computer # 016-1021-60-000. 715-386-4680 Dear Ms. Walpole: Land Information fr P715--386-4674 The St. Croix County Planning and Zoning Department is the "governmental unit for the regulation of private sewage systems" in St. Croix County pursuant to Section Real Property 145.20(1) (a) Wis. Status. Section 145.20(2) (f), Wis. Stats. States that the 715-386-4677 governmental unit shall investigate violations of the private sewage system ordinance and shall issue orders to abate the violations. Recycling 715-386-4675 This office is in receipt of a Soil Evaluation Report concerning the septic system serving your residence at the above-mentioned property. This report, furnished by Gale Smith, Certified Soil Tester (# 222234) on May 10, 2001, indicates that the existing septic system is discharging to the surface. This has been identified as a Category 2 failing system pursuant to Wisconsin Administrative Code Comm. 81.01 (92) and Section 145.24(4) Wis. Stats. Category 2 systems are those which fail by discharging sewage to the surface of the ground. The existing system is also considered a human health hazard as defined in Wisconsin Administrative Code COMM 81.01(128) and Section 254.01(2) Wisconsin Statutes. A failing system can harm the environment by discharging sewage to the surface, to a lake or stream, or to groundwater. Pursuant to the St. Croix County Code of Ordinance, Chapter 12, St. Croix County Private Onsite Waste Water Treatment Systems Ordinance, subchapter 12.1 (F)(4)(d) when a failing POWTS is identified it shall be brought into compliance with Wisconsin Statutes and Wisconsin Administrative Code. Any plumbing work required for compliance/replacing or repairing the failing system shall be performed by a plumber who is licensed in the State of Wisconsin. A list of plumbers is enclosed for your information. St. Croix County participates in the Wisconsin Fund Grant Program, which is a financial assistance program that assists property owners in replacing or rehabilitating failing private sewage systems. All work, however, must be completed prior to our submitting the application to the Department of Commerce to qualify for this grant. If you are successful in receiving a grant through this program, a ST. CRO/X COUNTY GOVERNMENT CENTER 1 1 O 1 CARM/CHAFE ROAD, HUDSON,. Wi 54016 715.386-4686 FAx ,,ten,-.-, ~-~,~,-r.-r,.,,., ~..,,,~ ,,,.,,,~,,.-r, ,-~~~~T.-~.,~....,~ ~ ~~ RIVER FALLS WI 54022 ST PAUL MN 55109 BALDWIN WI 54002 MADISON WI 53707 EXCELSIOR MN 55331 BALDWIN WI 54002 BALDWIN WI 54002 BALDWIN WI 54002 $125.00 administrative fee is due and payable to this office at the time you receive your grant award check. A brochure outlining the general program is enclosed. If you feel you may qualify, specifics of the program can be discussed further with you. This letter constitutes an order to abate the above-referenced violation. Contact me at (715) 386-4683 within 10 working days receipt of this letter to discuss corrective action. Failure to comply with this order and with the provisions of the St. Croix County Code of Ordinances, Chapter 12, St. Croix County Private Onsite Wastewater Treatment Systems Ordinance, or any order issued in accordance with this ordinance shall be Subject to a penalty as provided in Section 12.8 (B) (2) (a). Penalties include forfeitures of not less than $10 per violation nor more than $1000 per violation as/or be subject to injunctive relief. Each day a violation exists is a separate violation. Pursuant to Section 12.8(B)(3)(b), St. Croix County Private Onsite Wastewater Treatment System Ordinance, "Any person, company, partnership, corporation or government unit aggrieved by a written administrative decision made by the Zoning Administrator, or his/her designee, or the Committee may appeal the decision to the Board of Adjustment. An appeal of a decision shall be in writing and shall be made on a form provided by the Planning and Zoning Department and shall be filed with the Planning and Zoning Department within 30 days of the date of that administrative action. Other substantiating evidence will be accepted." Respectfully, Carrie Stoltz Zoning Technician /cs Cc: Town of Glenwood File Enclosures: Plumbers List Wisconsin Fund Grant Program Brochure ST. CRO/X COUNTY GOVERNMENT CENTER 1 1 O 1 CARM/CHAFE ROAD, HUDSON, Wi 54016 715-386-4686 FAx - - r, - - - ~° , 1 ! ~~ - ,00'S99 - zie 3~~d ~~ 3wn~on - dw ~~n~ns~~a3i.~ii~3~ ~ ~ ~ 8 f ~9 ion o ~ T ~9 ' 1 s~~ log ~ Q~o~z °s - - - - - ~ ~ Ob'66s ' ~ X991 /665 ~ -- - - --- - - - - - - - 'E~ ~ d ~9 1 _-__-1 - ~ ~ ---- ____ I~ --- -- I z9 ~ ! ~ ~ ~~~~~ 3 7 ~. d. Z 9 ---~ ~2 ~/l~S-~/f~N ~osJBi~.z~r~ --_. -- H Z9 ~8 b'49ZL 8 ^ SOE 4656 7 ~I~ y N svi c ~d ~ ion Ws~ C, --- f z9 zio~ A V JZ9 tio~ ~rrl ', ~S-MN o N Cy £~ ~SZ 88'lS ~ V1 m l0'ZOE w L 6b9 88'bb9 ~ ~ ~ ~. s.~rn W 95Z o 66'bZZ LL 6Lb o A 989 Jd 9 70/i WSJ ~Z \ aZ9 ~Z9 0 ~1Z9 ~ ~Z9 L.I.OZ \~ z.i.o~ ~ i a~~ ,J Z9 SZZ S6"bbb ~ ~~~ --- _-=r Owner: Walpole, Cynthia Address: ~j~,~,t ~' C'~d~~~ti~~~~ Unknown ~ ~~` j~~ h Computer #: 016-1021-60-000 Parcel #: 10.30.15.168b Municipality: Glenwood, Town of Address: 3032 160th Ave. Glenwood City, WI 54013 1 1/2 112 0 0 7 Walpole, Cynthia sent letter. Carrie Stoltz 11/30/2007 Talalla, Ben Carrie Stoltz Cynthia's husband Ben called Wants to replace this next summer. Wants me to send stuff on the different types of systems and other grant info. He is not a vet.he said he would keep in contact. I sent out all items requested and another letter. Contact him in May 2008. • Tom Still: ABC Supply founder Hendricks embodied entrepreneurial spirit • Tom Still: Wiley legacy will extend beyond UW-Madison • Tom Still: Reykjavik connection: How teamwork produced a stem cell breakthrough • Tom Still: Five reasons why Wisconsin is positioned to ride the wave of stem-cell research • Tom Still: Midwestern governors need to follow energy markets Torn Still is president of the Wisconsin Technology Council. tie ss the farmer associate editor of the 4Nisconsir~ State Journal € Madison. The opinions expressed herein or statements made in the above column are solely those of file author, and do r:<~t necessarily reflect the views of Wisconsin Technology Network, LL.C. U!-fN accepts no legal liahility or responsibility for any claims made or opinions expressed herein. http://wistechnology.com/printarticle.php?id=4423 1 /9/2008 ntn p ' ~ ~ n ~ ~ ' i N - i 3 . t d W ., 3 - ~ .~ .. i ~ to Z Z m Z o y ~ ', o 0 i .~ o. ~ ~ m m m~ m ~ ° ~ N O N f0 O N j ~ O a N CT ~~ 3 3 ~ rn~ ~~ '~ m m " m o a o ~ a a o m i o ~ ~ c ~ w ~ o o ~ m o ' I t~°> Z D m ? ~ N ' m «;" D ~' a ' 'I .U C ~ to ~ - o o °' ° ~ ' ~ ~ C:~ .' o o ~ D m a -; ~ ~ ' ~ ', I o m c JO ~ '', n ~ r ul ~ N N fD ~ 6 I ~ -,. 'fl ~ ~ ~ d O ~_ ~ v v v ~ O ~ ~ 0 ~ CD A ~ A ". ( N ~ ° ~ N 3 °1 w cn a M I~ z I .. ° z cn z ~ ~ 0 D m ~ i o. ~ ~ ~ ~ m ~ o ~ m ~ ~ ~ C N w ~ ~ n. ~.~~ ~"°' ~ ~' o N N c ~ t~ ~ ~ ~~~w ~,~ a o ~ ~ ~ r _~~\ a W ~ ~ il O O I `J `~ < ~ a ~ ~ ~ z ~ l ~~ f~D ~, ? ~ O ~ A (n ~ ,, ~ ,~_ ~~ .~. O N O Z ~ ~; A A ~o< -o~~ D m~'°'~~fD - ~ f ~. o o. a o' o ° m v m v T c '' ~ TdN Q.N d O p 7 d ~ -O N fD S d ~ N ~ fD ~ ~ ~ O ~ N ~ (p N ate' m Sao ~~~v- W C) = N N ~ D ~ ~ VC ~ ~ N O C N V1 N 7 N a m m x om~'~a x~O- I ' ooav~ >~f.~m l j ~ ~ o ~ o o vmc~~. ~ m ~ i ~ o I i m I o ~ oo ~- ' ~I Parcel #: 016-1021-6U-00~ 04/05/2007 04:36 PM PAGE 1 OF 1 Alt. Parcel #: 10.30.15.1686 016 -TOWN OF GLENWOOD Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): O =Current Owner, C =Current Co-Owner O - WALPOLE, CYNTHIA A CYNTHIA A WALPOLE 3032 160TH AVE GLENWOOD CITY WI 54013 Districts: SC =School SP =Special Property Address(es): ' =Primary Type Dist # Description ' 3032 160TH AVE SC 2198 GLENWOOD CITY SP 1700 WITC Legal Description: Acres: 2.780 Plat: N/A-NOT AVAILABLE SEC 10 T30N R15W SE SW COM 1446' E OF SW Block/Condo Bldg: ' ' ' COR SEC 10 7H N 295 E 410 S 295 TH W TO POB (ALSO KNOWN AS LOT 1 OF C.S.M. Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4) 6/1558) 10-30N-15W Notes: Parcel History: Date Doc # Vol/Page Type 01/14/2002 668277 1 WD 07/23/1997 712/170 i 2007 SUMMARY Bill #: Fair Market Value: Assessed with: 0 Valuations: Last Changed: 10/06/2003 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 2.750 14,000 86,500 100,500 NO Totals for 2007: General Property 2.750 14,000 86,500 100,500 Woodland 0.000 0 0 Totals for 2006: General Property 2.750 14,000 86,500 100,500 Woodland 0.000 0 0 Lottery Credit: Claim Count: 1 Certification Date: 11/16/2004 Batch #: 580 Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00