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034-1028-80-050
0 0 O d f c e d LOP) m ~1 (D M 7! (D m ^ 3 I ~ O x x N z O A Cn Cn O 0 CD O N 0 W -0 W W < O. G N N • N Ir. 2: CO CD (D 00 N N) O N fD a 1 CL 0-0 O O p~j (OD CD co OO O O O C7 sy Cp O~ O CO O O 3 - - Cn F Cr N CO O o O `r1 A m G C ~ ~ Z1 ONj O" W 0 O I a ` Z w a !►i I o m I yCD W W£ a o CD 0 0 0 "*A~ a _n ~ hlr~i tin tin ~ o N D `R I o O rom m ~n v, ~ m A o n~ 3 A) W ~ N ry - cn a 7 ` ~I 0 O D D o 0 m D CD I = CD A !►1 CD o c 3 W ~ o CD Z O c A Z A m C') Q p z O 3 N CD f O N O W y C PO W CL z o g A 0 z Cn 3 o A W m CD CD n CD CD n w o' - a~i c CD z a 0 0 N cnn o N O ^L O N N 7 I a ~ O ~ 3 Cip N t.4 O O O O W V ti 0 m b Q 41, CD o o O V ~ a \ V Parc4l 034-1028-80-050 10/18/2007 11:33 AM PAGE 1 OF 1 Alt. Parcel 13.29.15.199C 034 - TOWN OF SPRINGFIELD 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 - ERNST, THOMAS E THOMAS E ERNST 959 CTY RD W GLENWOOD CITY WI 54013 Districts: SC = School SP = Special Property Address(es): Primary Type Dist # Description * 959 CTY RD W SC 2198 GLENWOOD CITY SP 1700 WITC Legal Description: Acres: 5.000 Plat: 4555-CSM 17-4555 034-03 SEC 13 T29N R1 5W PT SW NW CSM 17-4555 Block/Condo Bldg: LOT 02 LOT 2 (5 AC) (POSSIBLE SHED) Tract(s): (Sec-Twn-Rng 401/4 1601/4) 13-29N-15W SW NW Notes: Parcel History: Date Doc # Vol/Page Type 08/14/2006 832093 WD 07/09/2003 729339 2306/477 WD 07/09/2003 729338 2306/476 WD 06/30/2003 727971 17/4555 CSM more... 2007 SUMMARY Bill Fair Market Value: Assessed with: 0 Valuations: Last Changed: 06/15/2007 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 5.000 63,600 78,000 141,600 NO Totals for 2007: General Property 5.000 63,600 78,000 141,600 Woodland 0.000 0 0 Totals for 2006: General Property 5.000 31,450 47,250 78,700 Woodland 0.000 0 0 Lottery Credit: Claim Count: 1 Certification Date: Batch 221 Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 Computer 034-1028-80-050 Parcel 13.29.15.199C Municipality: Springfield, Town of Address: 959 Cty W Glenwood City, W 154013 1012212002 McCarthy, Ray Rod Eslinger Bart Strehlo, Joe Strehlo property in Springfield. Ray McCarthy informed me that a mobile home was moved onto the Joe Strehlo property without obtaining permits. The intended use of the mobile home was to replace an existing 1971 mobile home once the septic system was brought up to code. Currently, there is the farm house and the existing mobile home. Gale Smith is the licensed plumber working the approvals. 727971 • f62004 .M ...q ' VOL 17 PAGE 4555 FEB KATKEEK H. NALSH- REGISTER OF DEEDS ST. CROIX CO. MI ST CROIK COUITYRECEIVED FOR hECORD 5411 IIEYCgCCI p 06/30/2003 10: SSAM CERTIFIED SURVEY NAP REC FEE: 00 COPY FEE: AGES: 2 3.00 CERTIFIED SUR VE Y MAP P L OCA TED IN THE SW 1/4 OF THE NW 1 /4 OF SECTION 13, T29N, R 15W, TOWN OF SPRINGFIELD, ST. CR01X COUNTY, WISCONSIN. PREPARED FOR JOSEPH STREHLO NOTE BEARINGS ARE REFERENCED TO THE NORTHWEST CORNER OF WEST LINE OF THE NW SECTION 13 - FOUND 1 " 1 ,14. (ST. CR01 X COUNTY IRON PIPE. COORDINATE SYSTEM). tlf ' • y I o I .1CER.T..I.F..I.ER...SU.R VEY...M.A I I L.OT r MM ATTFQ ~I LAW I I=I VOLUME 14,.... P.AU..5054 I ~ I N88e 45' 47" E 702.35' I 652.35' y 50.00' e 'C 150' 50'I I Ott' cA 2 Z LOT 2 I I 5.00 ACRES °2 V+ U 217, 846 SO. FT. m : m I I~ 4.56 AC. EXC. R1W N : cn 198,631 $0. FT. v r r- OD ~ I w I w ~ SHED ' y o~ o, :Z I w I w y S88°45' 47m W 469.30, I ro IN loo' ° 50.0 ' v, UNPLATTED LANDS I 183; 05' C go, s88 aa''°47-W n; APPROVED I 50 . I ST. CROIX COUNTY 2 I Plannina Zonlno anrf Pirkc ommmiff,, M I I ' JUN 3 0 2003 I M I I If not recorded witnin 3U aays of 2 I O approval date approval shall be null cino voiri CA \ Ala WEST QUARTER CORNER OF 13 FOUNDCP I .K. NAIL. GONB,~ JAMES M. it LEGEND WEBER O ■ SE T I' 0. D. X 18' 1 RON P I PE lIIN01MLLEY• w{ • W~~H I NG 1. 13LBS PER LINEAR • • I' IRON PIPE FOUND. $VAV N 1 " • 150' JAMES M. WEBER S-1804 SHEET I OF 2 LANDMARK SURVEYING 0 T5 150 300 DATED 2003037 THIS INSTRUMENT DRAFTED BY JIM WEBER Vol. 17 Page 4555 r Wisconsin Deps,, ent ofC ommerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Buildtg Division INSPECTION REPORT Sanitary Permit No: 430224 0 GENERAL INFORMATION (ATTACH TO PERMIT) Sta Pan 10 No- 1 ft,,A „ /a. 44 Personal information you provide maybe used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. 31(01 a __-T Permit Holder's Name: City Village X Township Parcel Tax No: Strehlo, Bart Springfield Township CST BM Elev: Insp. BM Elev: BM Description: Section/Town/Range/Map No: 02.9d~ 102. a~ C~5l $,va 13.29.15. pt& I TANK INFORMATION EL TION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmar / SE G.. bCSO Ta -uf .1 IM.o /a2.9 Dosing ~ • Alt. BM Aeration Bldg. Sewer / Holding ell, St/Ht Inlet TANK SETBACK INFORMATION St/Ht Outlet TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic ' ^ '51 K _ Dt Bottom JAL Dosing Lt. Header/Man. 1 tv .O~ Aeration Dist. Pipe ~ a..9g .off Holding Bot. System 3. l 3•` P MP/SIPHON INFORMATION Final Grade Manufacturer Demand St Cover C' GPM • Q Model Number ~PO 2`t'6V -G `0 /4. 10' O Lift Friction Loss. System HTs-sr I TDH Ft p;~ b ''X • 1 O (Ail' a . .0 10 2 . 0 orcemain Len th ! Dia. It Dist. to Well 4 f SOIL ABSORPTION SYSTEM OWWWH Width Length 1 No. Of Traaekee PIT DIMENSIONS No. Of its In de Dia. i DIMENSIONS 2 0. /s SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING oturer: INFORMATION CHAMBER Type Of System: i _PM -1-1 S + ic*-o `l - Mod tu DISTRIBUTION SYSTEM 7c Header/Manifold Distribution ( U x Hole Sizp_ x Hole Spacing Vent to Air Intake 11 Pipe(s) \ I~ ~I 11-ength_30_~Dia Length • D i a Spacing h?_ TO SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only Depth Over Depth Over xx Depth of odded xx Mulched Bed/Trench Center Bed/Trench Edges Topsoil xx Seeded/S 11LL C Yes I ] No Yes II No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection#1";1.1*. Inspection #2: F^T~♦ At d . Location: pending Glenwood City, WI 54013 (SW 114 NW 11413 T29N R15W) NA JA Lot 2 -~--ll Parcel N N LOW 1.) Alt BM Description = .7• N4~"'kC CAAP1tr . 2.) Bldg sewer length = ` ? amount of cover = J Plan revision Required? i Yes No X Use other side for additional `-b1 Information. J_ SBD-6710 (R.3/97) Date Insepctor s Signature Cert. No. cation Safety & Buildings Division In accord with Comm 83.2 1, Wis. Adm. Code 201 W. Washington Ave. See reverse side for instructions for completing this application PO Box 7302 `~sconsin Personal information you provide may be used for secondary purposes Madison, WI 53707-7302 Department of Commerce (Submit completed form to county if not [Privacy Law, s. 15.04(1)(m)] 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. ou ~ State Sani Permit Nu ber ❑ Check if revision to revious application ~t} 2 P p State Plan I. D. Number I. Application Information - Please Print all Information Location: Property Owner Name Property Location 114 W1/4, Si T2YN, R/5or) W du 12 /t 54' Property Owner's Mailing Address j Lot Number Block Number City, State Zip Code P one ittber r CSM Number II. Type of Building: (check one) c~ t _ ❑ City "low Vill e r' N IX 1 or 2 Family Dwelling - No. of Bedrooms I~Town of ❑ Public/Commercial (describe use):_ ❑ State-Owned 0 Nearest Road /-,a Le ~oC ! 5 t m C~2 lu p = I.0/j Z t` Parce9- mb _ --0 III. Type of Pe 't: (Check only one box on line A. Check box on line B if app 'cable) A) 1. ❑ New 2. Replacement 3. ❑ Replacement of 4. 5. 6. ❑ Addition to System System Tank Only Existing System PetrrtitNumber Date Issued ❑ A Sanitary Permit was previously issued IV. Type of POWT System: (Check all that apply) ❑ Non-pressurized In-ground Mound ❑ 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: CD 1. Design Flow (gpd) 2. Dispersal Area 3. Dispersal Area 4. Soil Application 5. Percolation Rate 6. System Elevation 7. Final Grade Required Proposed Rate (Gals./day/sq. ft.) (Min./inch) Elevation VII. Tank Cap ' in Total # of Manufacturer Prefab Site Steel Fiber- Plastic Information Gallons Gallons Tanks Con- Con- glass New Existing crete structed Tanks Tanks h; A2 Ai 0 VIII. Responsibility Statement I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (print) Plumbers 'gnature (no stam MP/IIo. Business Phone Number n Plumber's Address (Street, City, State, Zip Code) / IX. County/Department Use Only ❑ Disapproved Sanitary Permit Fee (Includes Groundwater Date Issued Is in gent Signature (N stamps) , Approved ❑ Owner Given Initial Adverse Surcharge Fee) -0 OG. Determination 3 5 - -2m X. Sndit'ons of Approval /Reasons for isapproval: ^ u n n 6X1) d~CX ptatA- mmLAk- 6e- .5 7-6398 ( 07 ) 74-- Is R I Oman NI Y .A _ a ls~ V 0? a- I D' ~ P ~ m o ~ o M. - ' 3p ' N ~,s SI&O l G Safety and Buildings ` 1340 E GREEN BAY ST STE 300 SHAWANO WI 54166 TDD (608) 264-8777 onsin.gov *Lsconsin www.commerce.state.wi.nus/sb Department of Commerce wwwconsi.gov Jim Doyle, Governor Cory L. Nettles, Secretary July 17, 2003 OUST ID No.222234 ATTN.• POWTS Inspector ZONING OFFICE GALE W SMITH ST CROIX COUNTY SPIA 3228 HWY 170 1101 CARMICHAEL RD GLENWOOD CITY WI 54013 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 07/17/2005 Identification Numbers Transaction ID No. 883618 SITE: Site ID No. 654336 Joseph Strehlo Please refer to both identification numbers, 957 Cth W above, in all correspondence with the agency. Town of Springfield, 54013 St Croix County SW 1/4, NW1A, S13, T29N, R1 5W FOR: Object Type: Mound POWT System Regulated Object ID No.: 885779 Revision 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: ■ Adjust distance between laterals (and manifold length) from 24 in, to 30 in, so as to provide the correct distance between the laterals and the edge of the cell per line 6 of Table 2 of the Jan.30, 2001 (Version 2.0) Pressure Distribution Manual. • The existing POWTS must be properly abandoned per 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. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. ' GALE W SMITH Page 2 7/17/03 I 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, Fee Required $ 60.00 Fee Received $ 60.00 Balance Due $ 0.00 Ross J Fugill Wastewater Specialist, Field Operations WiSMART code: 7633 (715)524-3629, rfugill@conunerce.state.wi.us cc: Leroy G Jansky, Wastewater Specialist, (715) 726-2544 St. Croix County Zoning I MOUND SYSTEM DESIGN Residential Application INDEX AND TITLE SHEET Project ,r''l~lG~/YcY?/ SL '~.~t 5~ • l~.ff~> Owner Address Legal Description 5 Gam', 512 /_1" 1~91 J` /y R Township, County Subdivision Name Lot No. i Parcel ID Number d/ ~Gr' - ~$(i c c~0 1P0Uec>f`'lan Transaction Number 02 9 ,~5 P.O.W. ;S. Index and title sheet Page 1 Conditionally Mound calculations Page 2 Mound drawings Page 3 APPROVED Ores. dist. calcs. and laterals Page 4 DEPARTMENT OF COMMERCE TDH and pump tank drawing Page 5 OPASION Of SAFETY AND BUILDINGS Pump curve Page 6 Site plan Page 7 SEE CORRE NDENCE Soil test (a,b,& c of page 8) Page 8 p,# e y Designer License Number Signature- Phone No. Date ---C%, Notice: Tampering with this file by unauthorized persons Is prohibited. Deliberate modification will result in disciplinary action under s. 145.10, Wis. Stats. Personal information you provide may be used for secondary purposes (Privacy Law, s.15.04 (1)(m)]. i c f, pagsp 3Of , Straw, Marsh Nay, Or Synthetic Covering Distribution Pipe Medium Sand G Topsoil f E D % -Slope Bed Of 2_ 2 %2 (Force Moin f'tu..ed Aggregate From [lump t oycr D /1' Cross Secli:+n Uf h Wound Systern Using A Bed For (he AbsorPtion ArF.c A rt. H Signed: FE. Liccrisv dumber: Ft. S 'el Ft. (late: /a ,d Nt. v 1.14 rt. 0RScrYaPion Pipe 1 01 A \ i orc,o Moir Vy _ From Pump F. E3ed Of Distribution _ Z ~2r Pipe Aggregate Observation Pipe Permanent Morkers Pion View Of Mound Using A Bed for The Absorption Arco . Page__ Of Perforated Pipe Detail End View e F,Rptzd Pe py4 pfN~ Side of cell e-v, rce Main PVC Fo Inspection box it Holes located on bottom of force \ main are equally spaced Last hole should be next to !typical lord sweep all with avalve or cap Distributation pipe layout pip J/ P FY Ft R~Inches-'► Is~~ Invert Elevation of Laterals ~Ft (T, 4Xt 2) s~Inches.+ 30i%. ~ f X LVInches Signed s Y //,F Inches License i Hole Diameter Inches Date % Lateral " Inches Manifold " Inches GPM Discharge rate per. lateral Force Main Inches 0. Sq. x 23 = ~~.4 (P#1 ( T-,k # of holes pipe # of }a-tera is i Page.,~: 6a COMBINATION SEPTIC TANK/PUMP CHAMBER (No scale) 4" Cl Vent Pipe with Approved Locking Manhole Cover Approved Cap, +25' W th Warning Label Attached From Buildings Weatherproof Approved _ Junction Box Vent Cap 12" mum Final Grade-~ 611 i n+mum 4" Minimum Quick 18" Minimum - Y - , Disconnect 1/4" Weep Baffle;.- Alarm B 11+* On ' C *APPROVED Off 64 JOINTS WITH ' APPROVED PIPE D 3' ONTO 1_G Conc. Block ' SOLID SOIL L 3" of Bedding Under Tank-/ ' ate: Pump and Alarm Are On Separate Circuits Number of Doses: .:5~' Per Day Gal l ons Per Day/ of-Doses : 6'7.4 Gal l ons kVolume of Backflow:.......+/Gallons ink Manufacturer: Total Dose Volume:.........3 Gallons ink Size-Septic/Pump: a p Gallons arm Manufacturer: )del Number: ff 7'r_7 Capacities: A ,?,inches or 36"'`j Gallons ai tch Type : G~ y _ + B_inches or-oGallons imp Manufacturer: gQyL- d S + C L.,2°'inches or o ~9 Gallons )del Number: pca < + D inches or 4~o - Gal Ions nimum Discharge ate: 24. Total inches or Gallons irtical Difference Between Pump Off and Distribution Pipe:/d.v Feet inimum Required Supply Pressure:........................... Feet '3.5 F LOS= of SSff. (Taik /Qi Feet of Force Main x f S FrictionFactor/100 Feet: +/"5'~' eet Inch Diameter Force Main Total Dynamic Head:...y'/~e-~ eternal Tank Dimensions: Length Width ; Liquid Depth 'P Signature License Number Date 12 DUSTRIAL RD. Goulds ON, N, W! 54016 Submersible - Effluent Pump Car- P111111 167 3871 EP04 J EP05 APPLICATIONS • Fasteners: 300'series • Fully submerged in high ■ Motor Housing: Cast iron Specifically designed for the stainless steel, grade turbine oil for for efficient heat transfer, following uses: • Capable of running lubrication and efficient strength, and durability. • Effluent systems dry without damage to heat transfer. ■ Motor Cover: Thermop(as- • Homes components. • Farms Motor: Available for automatic and tic cover with integral handle • Heavy duty sump • EP04 Single phase: 0.4 HP, manual operation. Automatic and float switch attachment • Water transfer 115 or 230 V, 60 Hz, 1550 models include Mechanical points. • Dewale ate ring RPM, built in overload with Float Switch assembled and ■ Power Cable: Severe duly automatic reset, preset at the factory. rated oil and water resistant SPECIFICATIONS • EP65 Single phase: 0.5 HP. ■ Bearings: Upper and lower 115 V, 60 Ht, 1550 RPM, FEATURES heavy duty ball bearing Pump: EP04 Guilt in overload with construction. • Solids handling ca}abilify automatic reset. ■ EP04 Impeller: Thermo- maximum. • Power cord: 10 foot plastic Semi-open design. AGENCY LISTING • Capacities: up to 55 GPM. standard length, 16/3 SJTO with pump out vanes for • Total heads: up to 24 feet. 'r'ith three pion mechanical seal protection. g grounding SR Canadian Standards Association • Discharge size: 1 NPT. plug. Optional 20 foot n EP05 Impeller: Thermo- (CSA • Mechanical seal: carbon- length, 16/3 SJTW with plastic enclosed design for eod ifisted model numbers rotary/ceramic-stationary, three prong grounding plug improved performance. end in "F"or "AC".) BUNA•N elastomers. (standard on EP05). ■ Casing and Base: Rugged • Temperature: thermoplastic design provides 104 T (40'C) corl;nuous superior strength and 140"F (60-C) intermitlent. corrosion resistance. • Fasteners 300 series METERS FEET, stainless steel. • Capable of running ~o s dry without da+nage to q •4-s GPM --..i Pump: EP05 e I • Solids handling capability: o ~-2sFT 2~ maximum, w 1 i • Capacities: up to 60 GPM, _ i • Total heads: up to 31 feet. s 20 ' - - . _ : _ _ _ • Discharge size: 1 W NPT. 4 i • Mechanical seal. carbon } s IL.S rotary/ceramic-stationary, ° a 4 11.'0 0.-1., BUNA-N elastomers, EPOS' • Temperature: 1041(40^C) continuous 3 10 - 1401(60^C) Intermittent. 2 ' EP04 z 5 pM J L 0 00 t0_ 26 30 ""._.40 ~ so GPM L -L 0 2 4 6 a 10 12 m'/h CAPAWY ®1995 Goulds Pumps, k+e. ' Efl•r9rv. u,. 144 f j~ Iv. c R 1 M Y Ff ~e a 0 4 o, P r -I I d M A IjA ?eJ • ~dt ~ ~ ~OZ-3 59 ~ .SZ;~ ~o r-t~~d SYs'~-, S / Wisconsin Department of Commerce SOIL EVALUATION REPORT Page of , 3/~ Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code county Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must / - include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. ~y percent slope, scale or dimensions, north arrow, and location and distance to nearest road. e, /e~oZ t3 °-~p `'ey ec7 Please print all information. R awed y Date personal information you provide may be used for ry J~j 11eM,•t'15.N (1 (m)). _ (Y d Property Owner Property Lb-tion e / S ~f 1 Q aa. Lot &j 1 /4 N10114 S/ T N R §W W Property is Mailing Address Lot # ocic # Subd. Name or CSM# 3q, 61~ -9 'Y T. CRUX C 0[1 Ar-~' City State Zip Phone umberLO ❑ Village Town Nearest Road /r r G~ wood l .5~ O ( / *62 en- elf 3 S1 ❑ New Construction Use: Residential / Number of bedrooms - Code derived design flow rate t~0 el GPD KReplacement ❑ Public or commercial - Describe: Parent material Flood Plain elevation If applicable ft. General conwrients and recommendations: J y s i~'l1 M 0 47 N ol Boring # Boring F-/1 Pit Ground surface elev. 9 /r yj ft. Depth to limiting factor in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots GPD/ff in. Mumsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 a-dz .a 3 S" .L. S Boring # Boring y h s~ pit Ground surface elev. / ~r3Y ft. Depth to limiting factor in. Sod Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 'Eff#2 Sll-f4 6 3 946 W Y, jLY4 4d.2g2( .2114A ME M • Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/L • Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) - - Signature CST Number Address Date Evaluation Conducted Telephone Number S. Y.413 1 y Property Owner~ld ~G'~~ e /1 LQ Parcel ID # Page .2- of _ F Boring # r❑ Boring iCA Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 l o - lelyg SrG x~ r -Jr /W,4,6 4 MA" 19 100 cy M r-Z~ Al ❑ Boring # ❑ Boring ❑ pit Ground surface elev. ft. Depth to limiting factor in. SON Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 Boring # Ground surface elev. ft. Depth to limiting factor in. Boring F71 ❑ Pit Soil Application Rate t orizon Depth Dominant Color Redox Description. Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. -Eff#1 'Eff#2 Effluent #1 = BOD, > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BODS 130 mg/1- 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. SBD4330 (RAW) 1 I I I j rr V i I I I ~R .1 ' ~I 0) ?1 6 Lv 4 Y_--t 1e N - - - - - _ _ a - - I L 40 - - - i ~ qn i --I i L4 IF I ' I_, I _ II i i I I r~! ! I ~ I I ! I I ~ I ~ I i i I I A-- - - - - - - a I I : i i f i I ; I ' I l I j r I - I -~I - - -L i I I f I I I I I I LA r 1 I I ! jI }I i tJ F-_ i i ` I I 'Wisconsin' Department of Commerce ,PRIG NAND SITE EVALUATION pLA age Division of Safety and Buildings in accord with Comm 83.05, Wis. Adm. Code Certified Soil Testing ku"~A~o 1 of 3 Attach complete site plan on paper not less than 8'/2 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and County St. Croix percent slope, scale or dimensions, noarro locati on and distance to nearest road. Parcel LD.# APPLICANT INFORMATION - mII lfdr ation. lop Personal information you provide may be darj, rpo ses iPtiv Law, s. 15.04 (1) (m)). Rev' Da t 73 Property Goner - Property Location Strehlow, Scott Govt. Lot SW 1/4 NW 1/4 S 13 T 29 N ,R 15 W Property Owners Mailing Address , Lot # Block # Subd. Name or CSM# (~~~3 S 957 CTHW W sT`% c o ax CSIvI li"ending y .1 City a Zipp Cod ber city Village ®Town Nearest Road Glenwood City 4 -ringfiield CTHW W 3 Addition to existing building New Construction Use: a of bedrooms ❑ Replacement ❑ Pubic ercial describe Code Derived daily flow 450 gpd Recommended design loading rate -5 bed, gpd/ftZ •6 trench, gpd/ftZ Absorption area required 900 bed, ft- 750 trench, ftZ Maximum design loading rate .5 bed, gpd/ftZ •6 trench, gpd/ft2 Recommended infiltration surface elevation(s) 101.3 ft (as referred to site plan benchmar Additional design 1 site considerations install 4'x 95' rock bed mound on 100.3 contour as upslope edge of rock w/ V sand fill Parent material loess Flood lain elevation, if a licable NA ft S=Suitable for system Conventional Mound In-Ground Pressure AT-Grade System in Fill Holding Tank U=Unsuitable for system ❑ ®U ® S ❑ U ❑ S ®U ❑ S ®U ❑ S ®U S ZY U Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ftZ Boring# in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench 1 04, 7.5YR 3/2 - sil 2 m gt mvfr cs if .5 .6 4mma 2 4-1 It 7.5YR 3/2 - sil 2 f sbk mvfr cs if .5 .6 Ground 3 11-18 1OYR4/3 - sil sbk mvfr gs if .5 .6 elev 100.3 ft 4 18-29 l OYR 4/4 - sil 3 m sbk mfr gs if .5 .6 Depth to 5 29-32 l OYR 4/4 f2d IOYR 6/2 sil 2 m sbk mfr - - .5 .6 limiting factor 29' Remarks: common gy si coats on peds - occasionally massive - below 11 w/ occasional dk Bn c skins on peds 21 0-4 7.5YR 3/2 - sil 2 m gr mvfr cs lf/m .5 .6 2 4-8 7.5YR 3/2 - sil 2 f,sbk mvfr cs if .5 .6 Ground 3 8-14 1 OYR 4/3 - sil 2m sbk mvfr cw 1 f .5 .6 elev 100.3 ft 4 14-30 l OYR 4/4 - sil 3 m sbk mfr gs if .5 .6 Depth to 5 30-43 10YR 4/4 f2f 7.5YR 4/6 sil 2 M sbk mfr cs - .5 .6 limiting 6 43-55 10YR 4/4 p factor 101'R 6/2 sil 1 c abk mvfr - - .2 .3 30' Remarks: common gy sil coats on peds below 14"; horizon 5 mottling becomes f3p 7.5YR 5/8 - 10YR 6/2 below 40" CST Name (Please Print) Signature: Telephone No. Henry F. Grote 15-233-0398 Address Certified of esttng Min CST Number Ref # E. 4366 353rd Ave., Menomonie, WI 54751 000 222774 1095 J c ~ ► \ ~ ~ e.~ \ n w. - of ~ ~ ae.v. ~ ~,.~1.:•t v Sro ' 22 q- ~ ~T"1 Z tip 06- Raw 2~ ~3h C1 ao.;~ w ~ no . 3 R t Q~c LJV C~ ~ C+~(2. O T S i A IAI \pw.G \s ~E : O .t 1 L l` 1}r~i t Q~ J ~oS\o SaA~~~1~ ab ~0~3 00 TllE OR: 55 FAX 15 3S6 1i bR S: ' I T r~~ ZO. ING ~ QJOnl ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEIVII?Iti AND OWNERSHIP CERTM, CATION FORM o JUN Q ?QQQ ~r ST CROIX Owner/Buyer J I~P.rI CO J D Z~INGOFFICE Mailing Addressq CAV Pi ~ porty Address ('Verification required from Pia g Department for new eonstructioa) 1?u/ . ificalion Number City/: Parcel Id ~k I. I)ESCR.IPTION P, location ;~kP__ N Sec. 1:L T25 NT-It - Town of Lot # :~u:xlivY~stc.~tt t'ertified Survey Map SC7 Z --,Volume Page it tip' a t i v it! Deed #t Volume Page # Sjx%; ho se 0 yes t~T no Lot lines identifiable M es O no SYSTL - , A MAINTENAIS (_:k Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper mane na-.'. consists of pumping out the septic tank every three years or sooner, if needed by a Licensed pumper. What you put into the svsrr, r. can affect the function of the septic taa as a treatzmeut stage in the waste disposal system. The property owner agrees to submit to St. Croix Zoning Department a certification fount, signed by the owner and tly a n,A' C plumber, journeyman plumber, restrictedplumber or a licensed pumper verifying that (1) the on-site wastewaterdisposal system i:. proper operating condition andlor (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. e, the undersigned have read the above regrtirements and an:-ce to maintain the private sewage disposal system with the standards t forth, herem, Y the Department of Commerce and tl. :,3,fi,.;An' al Resources, State of Wisconsin. Certification ' asset b ~&ug that your septic s ✓.tcrr has beer, tnaintniw d miis• h~ + •t tie. Croix f;ounty zoning office within 30 stays of the dace year expitatiou date. SK:" ` 'F APPLICANT DATE OWNTER. CERTIFICATION I (we) certify that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) t:. of the property described above, by virtue of a warranty deed recorded in Register of Deeds Office. zc~ SiGTJAT URE OF APPLICANT DATi .aaaaa Any information that is mis-represented may result in the sanitary permit being revoked by the Z,o- Departnrent Include with this application: a stamped warranty deed from the Register of Deeds office it copy of the certified survey map if reference is made in the warranty cited ' m8pa W VOL STATE BAR OF WISCONSIN FORM 1 - 1998 624?36 KATHLEEN H. WALSH WARRANTY DEED SEGISTE X0CODEEDS Document Number This Deed, made between Joseph T. Strehlo, Sr. and Sawa J. RECEIVED FOR RECORD S_trehlo, bus ad and wife, as servivorshipmmarital Property+ - 06-13-8000 9:30 AM VARROM - EX EN DIED 8 Grantor, and Scott P. Strehlo, a sia Ike person,- CERT COPY FEE: - COPY FEE: - .r.'^... TRANSFER FEE: RECORDING FEE: 10.00 j PASES: 1 \'L --JV Grantee. / Grantor, for a valuable consideration, conveys to Grantee the A~rr,1~~ following described real estate in SL Croix County. State of rc[,C C Wisconsin (I1w "Property"): t Recordi Am James 14KraRee Address c U N 0 2'000 ~ j Part of the Southwest Quarter (SW 1/4) of Northwest Quarter (NW 1/4) in Attorney at Law ST CRO)( U Section 13, Township 29, Range 15W, more particular) described as; Lot 1 of COUNTY the Certified Survey Map filed May 24, 2000 in Volume 14, Page 3854, Box 3~ ctty, wl 54013-0 ZONING OFFICE Document Number 623597. 034-1028-80-000 Parcel IdentdleeHion Number (PIN) L. This IS NOT homestead property. (is) (is not) Together with all appurtenant rights, title and interests. Grantor warrants that the title to the Property is good, indefeasible in fee simple and free and clear of encumbrances except easements and encumbrances of record. Dated this day of June 2000 *Susnan rehlo, Sr. ehle AUTHENTICATION ACKNOWLEDGMENT STATE OF WISCONSIN I ) ss. Signature(s) St. Croix_ County.) Personally came before me this 1 day of June, 2000 - _ the above named authenticated this day of b T. Strehlo and Susan J. Strehk 11tt11ZY a in-ML TITLE: MEMBER STATE BAR OF WISCONSIN =2: 0 o me be the person(s) who executed the foregoing (If not, = U' 2 4strument•anl knowledge the same. authorized by 4 706.06, Wis. Stall) THIS INSTRUMENT WAS DRAFTED BY James H. Krave, Attorney at law - 11 R G State of W i n Glenwood City, W [ 54013-0304 My Commission is permanent. (If not. state expiration date: (Signatures may be authenticated or acknowledged. Both are not _ - ---.~3 - - necessary.) *Names of persons signing in 9M capacity s6add be typed or printed below their signeums SMTa sAaor wacONsm WAaRANiY DUD FORM Nat . t MPMMA110N PROFESSIONALS COMPANY FOND DU LAG WI 100455.1x11 Ol 2 1 Five? 000 ~ 3 ~2sS9'7 6 M NJ 2, ~ KN~~otO ti s CERTIFIED SURVEY MAP LOCATED IN THE SW 1.14 OF THE NW 1.14 OF SECTION 11 T. 29N. , R. 15W., TOWN OF SPRINGFIELD, ST. CROI X COUNTY, WISCONSIN. PREPARED FOR: NORTHWEST CORNER JOSEPH STREHL O p SECTION 13 - FOUND I o 1" IRON PIPE i w `o i rn . UNPL A.TED LANDS co W r w NORTH LINE OF THE SW-NW I ' I 'z^ N88°45' 47"E 467.00' NW-NW c 417. 00' SW-NW 'S X~ I 50. DO' (To (r • C7 a i C1 LOT 1 :b r I. 5.01 ACRES' n ro o_ o 218, 085 SO. FT. y o 100 4.47 ACRES EXC. R1W 194, 735 SO. FT. I ~Il n I APPROVED :z g g o p ST. CROIX COUNTY ' I Planninq Zoninv and 92tvs Committee 50' I MAY 2 4 2000 I I r~ If fx* ed "bin 30 days of ~2n Mdddo* aWva sW be I " I nol and %mlM t (O' I 50. 00' 417. 00' I S88°45' 47"W 467.00' UNPL ATTED LANDS I c ~ (b o WEST QUARTER CORNER SECTION NA 1 13 - FOUND , nuuunnnn~~ y ~~`SCOAIS> LEGEND 0 ■ SET I " X24" IRON PIPE WEIGHING * S s VVE M. 1.13 LBS. PER LINEAR FOOT = a 8.1104 z BEARINGS REFERENCED TO THE WEST VA Q LINE OF THE NW 114, SECTION 13. 0 (ST. CROIXSCO. COORD!"SYSTEM) $q~~~Q SUR ~'~I~llrnnunuuuau 1"-100' O 50 100 250 SHEET OF 2 NELSEN- KBELANDR S- RVEYING y 2000087A THIS 1 NSTRUMENT DRAFTED BY JIM WEBER DATED REv- S-~c~..oJ Vo1.14 Page 3854 ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM OwnerMWa Mailing Address 9-S Property Address (Verification required from Planning Department for new construction) City/State (i '&4y e 0o/ el 1k, Parcel Identification Number -`e'-2 E" ger-ee ° LEGAL DESCRIPTION Properly Location 5~ V4, IVAV V4, Sec. / 7 • T 2,Y.N-RY,5--W, Town of I / mod Subdivision ~1 . Lot # Certified Survey Map # 7 Volume /,7 Page # -11457- Warranty Deed # 7 q , Volume 2 . Page # Spec house ❑ yes ( no Lot lines identifiable 0 yes ❑ no SYSTEM MAINTENANCE improper use and *t+aintenance 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 master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on-site wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 113 full of sludge. Vwe, 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. ~54~ 7 / / SIGNATURE OF APPLICANT DATE OWNER CERTIFICATION I (we) certify that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the owner(s) of ;77 described abovirtue of a warranty deed recorded in Register of Deeds Office. 03 7//7/ SIGNATURE OF APPLICANT DATE 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 i I , i Vj'A1q ~ - , _ - rya Q ol- I r - I I 1- - - I -I.- - - - - I - - - - - - - - - - - I` r-J . J - I- - I _ _ I I I I -I - I I-- - -i--~- - LJ 1 ! I -t-- I --I I --I r - ! ~ I I ~I ! I I , I I I I ' I L_ j I I j ~ j ~I I f I LEGAL ST. CROIX COUNTY, WISCONSIN OLD TXSCR02 REAL ESTATE TOWN OF SPRINGFIELD COMPUTER NUMBER 034-1028-80-000 Parcel Number 13.29.15.199A OWNER NAME: First JOSEPH T SR & SUSAN J Last STREHLO PROPERTY ADDRESS: Hse # 1/2 PD --Street Name-- Type SD Apartment 957 CTY RD W SECTION 13 TOWN 29N RANGE 15W '/4160 NW '/440 SW Line Description Line Description TOTAL ACREAGE 34.990 PLAT LOT BLK 01 SEC 13 T29N R15W SW NW 15 02 EXC PT TO CSM 14/3854 16 03 17 04 18 05 19 06 20 07 21 08 22 09 23 10 24 11 25 12 26 13 27 14 28 F1-General, F4-Prev. Parcel, F5-Next Parcel, F7-Valuations, F8-History, F10-Exit Safety and Buildings a 10541 N RANCH ROAD ` HAYWARD WI 54843 r TDD (608) 264-8777 isconsin www.commerce.stateml-us/sb in.gov www.wisconsin.gov Department of Commerce Scott McCallum, Governor Ilip Edw. Albert, Secretary December 30, 2002 4%4 TTN: POWTS Insp CUST ID No.222234 ZONING OFFICE GALE SMITH ST CROIX COUNTY SPIA 3228 170 1101 CARMICHAEL RD GLENWO CITY WI 54013 HUDSON WI 54016 CONDITIONA PROVAL Identifica' umbers PLAN APPROVA XPIRES: 12/30/2004 Transaction ID N 22991 Site ID No. 654 SITE: Please refer oth identification numbers, Joseph Strehlo above, in ` orres ondence with the a enc . 957 Cth W Town of Springfield, 5401 St Croix County SW1/4, 1/4, S13, T29N, R15W FOR: Replacement mound, 600 Object Type: POWT System R lated Object ID No.: 885779 The submittal described above has been re wed for conformance wi plicable Wisconsin Administrative Codes ~~1 j~ , t~d and Wisconsin Statutes. The submittal has b CONDITIONALL PROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is resp ible for compli with all code requirements. APPI The following conditions shall be met during cons tion or i lation and prior to occupancy or use: O FnRTN?t NT 0 N OF ~.~FE' General Approval Conditions: - • This system is to be constructed and located in acco ce with the enclosed approved plans and with the "Mound Component Manual for Septic Tank Effl t rivate Onsite Wastewater Systems" SBD-10691-P SEE C0; N1 6 ( N.01/01) and the "Pressure Distribution Comp nt Ma for Private Onsite Wastewater Treatment Systems" SBD-10706-P (N.01101). • In the event this soil absorption system or of its component s malfunctions so as to create a health hazard, the property owner must follow contingency plan as de 'bed in the approved plans. In addition, the owner must insure that the operati maintenance and monitorin ties as described in section VIII of the mound component manual are c lied with. A copy of this inform n must be given to the owner upon completion of the project. Note I • This approval is for a moun o serve two 2 bed room residences. • Complete the contingenc Ian portion of the owner's manual prior to providing the o r with his copy. • The designer propose install a state approved effluent filter to achieve the requirement astewater particle size. Pursuant too t filter product approval stipulations, maintenance information must be ' en to the owner of the POWTS a ining that periodic cleaning of the effluent filter is required. The access op ' g used to service the filte all terminate at or above finished grade with a watertight cover. 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. I l ~ ~ ` r . r , ~ , .,..fix ~ ;,f/'J~ 3 4 f'~ I~u~ ~ v~~ ~Y r GALE W SMITH Page 2 12/30/02 • Surface water drainage shall be diverted away from the system area per Mound Component Manual. • Materials shall conform to the requirements of COMM 84. • Abandon failing system per COMM 83.33. • Maintain well and waterline set backs per COMM 83.43(8)(i). Consult the Department of Natural Resources for well setbacks and exceptions to the setbacks. • Insulate building sewer per COMM 82.30(11)(c). • Insulate building sewer per COMM 82.30(11)(c). A copy of the approved plans, specifications and this letter shall be on-site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/installation/operation. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence 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, op on or maintenance of the POWTS. Sincere Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 dorf PPatricia L Shan POWTS Plan Reviewer, Integrated Services WiSMART code: 7633 (715) 634-7810, Fax: (715) 634-5150, M-F 7:45 am - 4:30 pm pshandorf@commerce.state.wi.us cc: Leroy G Jansky , Wastewater Specialist, (715) 726-2544 MOUND SYSTEM DESIGN Residential Application INDEX AND TITLE SHEET CVe '1610 2, 0) l.'~~ Project ~T ~RA-4 Ayo Gr/yICX/ Owner J O.S' E~ J~j ~fjQ E' A 42 J Address 'I-b- t e Legal Description ,SZ4,): /Y/,-.) 1, S/,? t2 9 /V -,Q /-f-4 Township s',f7~/yq~/,~a/ County Subdivision Name Lot No. ,Parcel ID Number ©2q, lO.:2p•- 4?C,7-e2e0 1•T S. Plan Transaction Number F.:2 ionall E® )F C0 ERCE Index and title sheet Page 1 Y AND s Mound calculations Page 2 Mound drawings Page 3 Pres. dist. calcs. and laterals Page 4 SPONDENCE TDH and pump tank drawing Page 5 / Pump curve Page 6 Q 2-9c/ Site plan Page 7 C~ Soil test (a,b,& c of page 8) Page 8 .M A P,4,f e, Designer ~ License Number Signature Phone No. lla - Date Notice: Tampering with this file by unauthorized persons Is prohibited. Deliberate modification will result in disciplinary action under s. 145.10, Wis. Stats. Personal information you provide may be used for secondary purposes (Privacy Law, s.15.04 (1)(m)J. Straw, Marsh Nay, Or Synthetic Covering Distribution Pipe Medium Sand G Topsoil 3 r% - % Slope D e d Of 2- 2 %Z Force Moin I'iu~•~d Aggregate From [lump l oycr D E ~.2 Cross Section Of A Wound Systern Using F A Bed for the Al)sorption Arcc / fX Srgnc,d: B FX Fr- L i cease [lumber, Ft. s d./ rt. Date: Ft . /a3,d F~ • i~ 23, 9 F~ pa5~r ~rafion pipe 1 I c ~ A i 1'I \i"orcc Moir W ' J From rump i 13ed Of 2 Distribution e z Pipe /Aggregate Observation Pipe l'crrnonent Morkers i Pion View Of Mound Using A Bod For The /Absorlilion Arco Page ~L Of Perforated Pipe Detail End View FoR Atzd ~r PVC pip', ~ boo Side of cell 'PeR 0 Force Main PVC Inspection box Holes located on bottom of force main are equally spaced Last hole should be next to typical lone sweep all with `salve. or cap Distributation pipe layout Y~~F't f~~I nche s Invert Elevation of Laterals Ft S~Inches X J10 Inches Signed s Y Inches License i Hole Diameter 15_/_ 21nches Date t Lateral " Inches Manifold " Inches 6 GPM Discharge rate per. lateral Force plain Inches # of holes/pipe a # of laterals a2 C/ V wvrb i tsurt;Niz bUVFLY INU. p~~e V y 12 DUSTRIAL RD. Goulds ON, W{ 54016 Submersible Effluent Pump MODEL 3871 EP04 EP05 APPLICATIONS • Fasteners: 300 series • Fully submerged in high ■ Motor Housing: Cast iron Specifically designed for the stainless steel. grade turbine oil for for efficient heat transfer, following uses: • Capable of running lubrication and efficient strength, and durability. • Effluent systems dry without damage to heat transfer. ■ Motor Cover: Thermoplas- • Homes components. tic cover with integral handle Motor: Available for automatic and and float switch attachment • Farms manual operation. Automatic • Heavy duty sump • EP04 Single phase: 0.4 HP• models include Mechanical points. • Water transfer 115 or 230 V, 60 Hz, 1550 Float Switch assembled and ■ Power Cable: Severe duty • Water Dewatering RPM, built in overload with preset at the factory. rated oil and water resistant. automatic reset. ■ Bearings: Upper and lower SPECIFICATIONS • EP05 Single phase: 0.5 HP. FEATURES heavy duty ball bearing 115 V, 60 Hz, 1550 RPM, construction. Pump: EP04 built in overload with ■ EP04 Impeller: Thermo- , Solids handling capabillt/: automatic reset. plastic Semi-open design 3/4' maximum. • Power cord: 10 foot with pump out vanes for AGENCY LISTING • Capacities: up to :55 GPM. standard Ionglh, 16/3 SJTO mechanical seal protection. SP Canadian Standards Association • Total heads. up to 21 leer. with three prong grounding m EP05 Impeller: Thermo- * Discharge size: 1 NP r. plug. Optional 20 foot plastic enclosed design for (CSA listed model numbers • Mechanical seal carbon- length, 16/3 SJTW with improved performance. end in "F" or "AC".) rotary/ceramic-smt!onary, three prong gtounding plug BUNA-N elastomers. (standard on LP05). ■ Casing and Base: Rugged • Temperature: thermoplastic design provides 104 F (40'C) cons nuous superior strength and 140J (60"C) intermittent. corrosion resistance. • Fasteners 300 series METERS FEEr, stainless steel. 10 • Capable of running i + dry without damage to 0 30I ! scP~n componentss Pump: EP05 8 I ~2.5FT • Solids handling capability: 0 25 '/4' maximum. a i W 1 • Capacities: up to 60 GPM. _ V 6 20 - . _ , _ _ _ -1 • Total heads: up to 31 feet. - • Discharge size: V12' NPT. I s • Mechanical seal: carbon- c 15 rotary/ceramic-stationary, _j 4 BUNA-N elastomers. o I i EPOa 1 ' A • Temperature: 3 10 1041F (401C) continuous EPOa 1401(60"C) intermittent. 2 5 . ! - - - - - - 1 I ! . 0 0 J 0 I 10 ~ 20 30 40 50 GPM 0 2 4 6 8 10 12 m1/h CAPACITY Cd 1995 Goulds Pumps. W. Effective May, 1995 83871 s v ~ I C, - I re v 6 N K o y' - 0 I i _ A N i ' 3p 17 t~ AL, • V w i J U W N r.tC J 1v\/ 1 ` ul \L GYr ~~1~ \ / 1 ~r • • . . • . 1 TION SYSTEM SPECIFICATIONS pll t° Omer Septic Tank Capacity o gal ❑ W Permh Septic Tank Manufacturer e ,e ❑ Nf - - Effluent Filter Manufacturer L. ❑ Nf DESIGN PARAMETERS ❑ NJ Number of Bedrooms E3 NA. Effluent Filter Model - D O ❑ NA Pump Tank Capacity 173 gal ❑ N~ Number of Commercial Units , ' gal/day Pump Tank Manufacturer ~ es-e~ ` O N, Esdtated flow (average) p p Design How (peak), (Estimated x 1.5) 1~ gal/day Pump Manufacturer a N ❑ N, Soil Applicadon Rate gal/day/ft= Pump Model ❑ N. Pretreatment Unit ❑ N. Influent/Effluent quality Monthly average* ❑ Sand/Gravel Filter ❑ Peat Filter Fats, Oil Grease (FOG) s30 mg/L ❑ Mechanical Aeration ❑ Wetland Biochemical Oxygen Demand (BODs) x220 mg/L ❑ Disinfection ❑ Other: Total Suspended Solids (TSS) 5150 mg/L Manufacturer Preveated Effluent Quality ❑ NA Monthly average* * Dispersal Cell(s) Biochemical Oxygen Demand (BODs) 530 mg/L O In-ground (gravity) ❑ in-ground (pressurized) ❑ At-grade Mound Total Suspended Solids (TSS) 530 mg/L/, ❑ Other: Fecal Coliform (geometric mean) 5104 Cfu/100mi ❑ Drip-line Maximum Effluent Pardde Size • A inch diameter + Values typical for domestic (noncommercial) wastewater and se; tank effluent. * * Values typical for pretreated wastewater. MAINTENANCE SCHEDULE Service Frequency Service Event At least once every ❑ months 0 year(s) (Maximum 3 yrs. ) inspect condition of tank(s) Pump out contents of tank(s) When combined sludge and scum equals one-third (Ys) of tank volume At least once every ❑ months year(s) (Maximam 3 M.) inspect dispersal cell(s) At least once every ❑ months year(s) Clean effluent filter inspect pump, pump controls 6t.alarm At least once every ❑ months ~ year(s) O NA At least once every ❑ months ❑ year(s) 9 NA Flush laterals and pressure test Other: At least once every ❑ months C3 y ear(s) ❑ NA ❑ NA Ac least once every ❑ months ❑ year(s) MAINTENANCE INSTRUCTIONS Inspections of tanks and dispersal cells shall be made by an individual carrying one of ee following Servicing sea or or~Tank Inspect Plumber; Master Plumber Restricted Sewer; POWTS inspector; POWTS Malntalner, p ge dentify any cracks or must Include a visual inspection of the tank(s) to identify any missing or broken hardware, of ffluentlon the grou d surfaceeaThe diapers volume of combined sludge and scum and to check for any back p o ponding ipes cell(s) shall be visually inspected to check the effluent levels In the observation a fain gto checof or a requires pondnthg of e effluent the ground surface. The ponding of effluent on the ground surface may and Immediau nodflcadon of the local regulatory authority. the tire tank When the combined accumulation of sludge and scum y tank equals l and disposed o)f In ac~ordan eewith ch.INR 1 13, en contents of the tank shall be removed by a Septage Servicing Opera Adminisvadve Code. The servicing of effluent filters, mechanical or pressurized POWTS components, preveatement components, and any other maintenance or monitoring at Intervals of 12 months or less shall be perfo 110 days POTS any MaIlrvice event. A service report shall be provided to the local regulatory authority within Ys of completion START UP AND OPERATION For new construction, P clot to use of the POWT S check treatment tank(s) for the presence of painting products oa eth~e Choe . are detected h that may impede the vestment process and/or damage the dispersal cell(s). If high concentrations „r tkA ran: rsl ramo\jod ~y % senwe servicing operator prior to use. System start up shall not occur when soil condltlons are (row at Ow inrutratlve surface. During power ouugcs pump tanks may fill above nomul hlgfiwater keels. When power 1s restond dw eXCCU wastewater will be discharged w the dispersal cell(s) In one large dose, overloading the cell(s) and may result In the backup or surface discharge of 1n efflucnt. To avoid to the effluent tpurmpOor contact a Plu berfor of tht pump nk POWTS Milntalmr toeass4t Stpugv opt atlltg Operator Power restore ncrmal levels within the pump unk. Do not drive or park vehicles over unks and dispersal cells. Do not dr-ly~ or park over, or otherwise dtswrb or compact, the are-d within 15 feet down slope of any mound or at-grade soil ibsorptlon area. Reduction or elimination of the following from the wastewater wtarn may Improve the performamc and prolong the life of the POWTS: antibiotics; baby wipes; cigarette butts; condoms; cotton s%va'rf; degreasers; dental Rosa; dtaptrs; dlsin(ecunts; fat; foundation draln (sump pump) water, fruit and vegetable peellnR) e aso~r,e; grease; herblddas; meat scraps; medicatiuns; oil; windnst croducts: oesticides: sanitary naokins: Umaons; and water soft, ;ntr brine. ABA.NDONEMENT When the POW 75 fails and/or Is permanently taken out of service the following sups shall be taken to Insure that the system 15 prop<rly and safely abandoned In compliance with ch. Comm 63.53, ``rlscoruln Admintsuadve Codes • All piping to tanks and plu shall W disconnected and the ab n:lcoed pipe openlnp sealed. • The contents of all tanks and plu shall be removed and prop.-try. d spostd of by a Sepuge Servicing Operator. Aher pumping, all tanks and plts shall be cxcavated(and rennovecl or their covers removed and the void space filled with soil, gravel or another Inert solid material. CONTINGENCY PLAN' If the POWTS falls and cannot be repaired the lollowing measures h::;: !.-:cn, or must be taken, W Provlde a code compliant replacement system: O A suluble replacernint area has been evaluated and may be utlil:ed for the locadon of a replacement soli absorption system. The rtplacement area should be prQwcted from disturbance and compaction and should not be Infringed upon t rcqulrtd setbacks from exlsdng and proposed strucwry, lot Ilnts and wells. Failure to protect the rtpiacen-sum area will result in the need for a new soil and site evaluation to ssul;Mh , :ult4Nq replacement area, Reptaccment systenss rnust comply with the rules In effect at that time. O A sultable replacerntnt area is not available due to setback :ell Umlutlow. barring advances In POWTS technoioi a holding Unk may be Insulled as a last resort to replace tht fall ROWTS. ❑ The site has not bccn cvaluated to Identify a suitabk repixc;ntn1. area. Upon failure of the POWTS a loll and site evaluadon must be performed to locate a sulubie replacement :.rea. If no replacement arcs is available a holding unk m be Insulled as a list resort to replace the failed POWTS. O Mound and at-grade soil absorption systems may be reeonst~-uct-:d in place following removal of the biomat at the InflitraUve wrface. Reconstrvctlons or such systems mu:t.cc!:i.; wlth the ruks In effect at that dme. < <WARNING> > SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY COi-dT•yfN LETHAL GASSES AND/OR INSUFFICIENT OXYGEN. DO NOT ENTER A SEPTIC, PUMP OR OTHER ' 1.,JHENT TANK UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT. RESCUE OF A PERSON FROM WE l;:',•ERIOR Of A TANK MAY 5E DIFFICULT OR IMPMUR1 V ADDITIONAL COMMENTS POWTS INSTALLER +•C.>'.:75 MAINTAINER Name p p'larne ~r ;one Ph one /,E- 2 SEPTAGE SERVICING OPERATOR (PUMPER) '"•tiL REGULATORY AUTHOPUTY Name G l y V 2306F 4 7 7 729339 STATE BAR OF WISCONSIN FORM 1 - 1998 KATHLEEN H. WALSH WARRANTY DEED REGISTER OF DEEDS ST. CROIX CO., WI Document Number This Deed, made between Joseph T. Strehlo, Sr. and Susan J. RECEIVED FOR RECORD Strehlo, husband and wife, as survivorship marital prop", 07/09/2003 09: 30AN - - WARRANTY DEED EXEMPT ti 8 Grantor, and Bart Strehlo, a single person, - REC FEE: 11.00 TRANS FEE: COPY FEE: CC FEEL PAGES: 1 ~ Grantee. Grantor, for a valuable consideration, conveys to Grantee the following described real estate in St Croix County, State of Wisconsin (The "Property"): Recordin Area Name and Return Address H. Krave Part of the Southwest Quarter (SW 114) of the Northwest Quarter (NW 1/4) of James at La Attorney at Law Section 13, Township 29 North, Range 15 West, To f Springfield, St. Croix P.O. Box 304 County Wisconsin, more particularly described Lot 2 f the Certified Survey Glenwood City, WI 54013-0304 Map filed June 30, 2003 in Volume 17, Page 4555, as ocument number 727971. 034-1028-SO-OOO Parcel Identification Number (PIN) This is not homestead property. (is) (is not) I Together with all appurtenant rights, title and interests. Grantor warrants that the title to the Property is good, indefeasible in fee simple and free and clear of encumbrances except easements and encumbrances of record. Dated this day of / vo3 .Jos T. Strehlo, Sr 44 s • trsan J. Str o AUTHENTICATION ACKNOWLEDGMENT STATE OF WISCONSIN Signature(s)-j~{ y St.. Croix - County. ) ss. c Personally came before me this day of 2 Z U U the above named * = a authenticated this day of \ - U Bep Joseph T. Strehlo and Susan J. Strehlo OF W %S,'j _ ~41bIm Ill Nttity - TITLE: MEMBER STATE BAR OF WISCONSIN - (If not to known t~bt p n s ecuted the foregoing ins ent an e e e ho[ s authorized by ¢ 706.06, Wis. Slats.) THIS INSTRUMENT WAS DRAFTED BY James H. Krave, Attorney at Law ' J es H. Krave Glenwood City, WI 54013-0304 N Public, State of Wisconsin y Commission is permanent. (If not, state expiration date: (Signatures may be authenticated or acknowledged. Both are not PERMANENT ) necessary.) - *Names of persons signing in any capacity should be typed or printed below their signatures STATE BAR OF WISCONSIN WARRANTY DEED FORM Na [ - IM [NFORMATION PROFFSSIONA[S COMPANY FOND DU LAC. WI 800.655-2x21 • 727971 VOL 17 PAGE 4556 KATREM H. ALSR REGISTER OF DEEDS ST. CROIX CO. WI RECEIVED FOR hECORD 06/30/2003 10:55AM CERTIFIED SURVEY MAP REC FEE; 00 COPY FEE: AGES: 2 3. e0 CERTIFIED SURVEY MAP P LOCATED IN THE SW 1,14 OF THE NW 114 OF SECTION 13, T29N, R 15W, TOWN OF SPRINGFIELD, ST. CROIX COUNTY, WISCONSIN. PREPARED FOR: JOSEPH STREHL 0 NOTE: BEARINGS ARE NORTHWEST CORNER OF REFERENCED TO THE SECTION T 13 -FOUND r' WEST LINE OF THE NW IRON PIPE. 114. (ST. CR01 X COUNTY COORDINATE SYSTEM). o 1 w~ I .1UR.T..t.F..1.0 R.I!E.Y...M.AP I ~IA 1 ~ 1 ..L.O T ....1 uNPL p rTfQ I I k AW i I ' I VOLUME ...141.... PAGE....854 : I =1 N88045' 47" E 702.35' y I 652-35' 50. 00' ' e 1 50,1 50 ►oO v+ o (o LOT 2 0 :n C e :0 5.00 ACRES ~ m ; m I q I 217,846 SO. FT. 4.56 AC. EXC. RiW 198,631 SO. FT. v :r- :-~I O I n 2 C Iw ` SHED 'y w w 78'8045-47&W 469.30' I w I w M ,y ro I too' o 50.00' o q I 183-:05, - UNPLATTED LANDS o 2335 S88945.047"W m APPROVED 150 50.1 ST. CROIX COUNTY m I I I Plannina Zonine anr{ P wkc rn^imiRaP JUN 3 0 2003 I if m 1 ' I if not recorded witnin 3U days of • o I PP val date approval shall be N null ont± %inid W I . .ep ~ N O WEST QUARTER CORNER OF SECTION 13 - FOUND P. K. NAIL. ~11►`$C°Na~ti JAM W LEGEND w=. * a~ao~ 0- SET 1' 0. D. X 18' IRON PIPE VI VALW. WEIGHING 1.13LBS PER LINEAR FOOT. • ■ 1' IRON PIPE FOUND. $uav I* ■ 150' JAMES M. WEBER S-1804 SHEET I OF 2 LANDMARK SURVEYING 0 75 150 300 DATED 2003037 THIS INSTRUMENT DRAFTED BY JIM WEBER Vol.17 Page 4555 CERTIFIED SURVEY MAP LOCATED IN THE SW 1 /4 OF THE NW 114 OF SECTION 13, T29N, R 1 SW, TOWN OF SPRINGFIELD, ST. CR01 X COUNTY, WISCONSIN. DESCRIPTION A parcel of land located in the Southwest '/e of the Northwest'/. of Section 13, Township 29 North, Range 15 West, Town of Springfield, St. Croix County, Wisconsin, more fully described as follows: Commencing at the Northwest Corner of said Section 13; thence, South 01'35'01" East, along the west line of said Northwest'/., 1770.84 feet to the POINT OF BEGINNING; thence, North 88°45'47" East, along the south line of the Certified Survey Map recorded in Volume 14, Page 3854, and it's extension, 702.35 feet; thence, South 01°35'01" East, 273.35 feet; thence, South 88°45'47" West, 469.30 feet; thence South 01°35'01" East, 110.96 feet; thence South 88°45'47" West, 233.05 feet to a point on the west line of the Northwest'/. of said Section 13; thence, North 01*35'01" West, along said west line, 384.32 feet to the point of beginning. Contains 5.00 acres or 217,846 square feet. Subject to right of way for C.T.H. `W' as shown. Also subject to any and all additional easements, right of ways or conveyances of record. SURVEYOR'S CERTIFICATE I, James M. Weber, registered land surveyor, hereby certify: That in full compliance with the provisions of Chapter 236.34 of the Wisconsin Statutes and the provisions of the St. Croix County Subdivision Ordinance and under the direction of Joseph Strehlo, I have surveyed and mapped the above described parcel of land and that this map is a correct representation thereof. Dated this day of 2003. •t1~5CCMg~~1► JAMES M. WEBER James M. Weber S-1804 "am VFM VALLEY, LANDMARK SURVEYING, INC. nn OQ Sua~~ - NOTE The parcel shown on this map is subject to State, County, and Town laws, rules and regulations (i.e. wetlands, minimum lot size, access to parcel, etc.). Before purchasing or developing any parcel, contact the St. Croix County Zoning Office and the Town of Springfield for advice. 2003037 This instrument drafted by Jim Weber SHEET 2 OF 2 Vof 17 Page 4553