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034-1078-30-040
RE 8085451 Tx:4065078 963268 BETH PABST REGISTER OF DEEDS CRO1X COUNTY ST. CROIX CO., WI &URVE,�OR'S REGOPD RECEIVED FOR RECORD 09/11/2012 12:21 PM � EXEMPT #: CERTIFIED SURVEY EY MAP REC FEE: 30.00 LOCATED IN PART OF THE SOUTHWEST QUARTER OF THE SOUTH- PAGES: 2 WEST QUARTER OF SECTION 34,TOWNSHIP 29 NORTH,RANGE 15 WEST,TOWN OF SPRINGFIELD,ST.CROIX COUNTY,WISCONSIN Prepared for and at the request of: Drafted by: Brad Canaday LEGEND Owner: James Krueger GRAPHIC SCALE County Section Corner monument 400 S. Second St., Suite 130 of record Hudson,WI 54016 d 200 40d O 1"x 24" iron pipe weighing a min. STEEL MAGNAIL FOUND Scale in Feet 1 inch=200 feet 1.13 pounds per lineal foot, set W114 CORNER UN PLATTED I=AN�S o 3/4" iron rebar monument found SECTION 34, T29N,R 15 W NORTH LINE SWI/4-SW 1/4 - — ��(",� O N 89°26115"E 899.45' co N m 1 0 `fifbi=fSlgd Cn °D 3 No 11 20.16 ACRES s � i► in Z 3 1 d: �j 878286 SO-FT. + ¢ 1�0 2 �1 -1 7 EXCLUDING R/W Z B>QAOI Y J (13: N N F UI Nj O 19.95 ACRES 2 d Q Go ZQ'I v b N 869085 SOFT. • FALLS W � 3 Mk , - (V Cy)'.0 a 1 M 1 o; I3S I N 89°26 15 E Z �tuisti' y CO !�a; w; 418.85 U ~� 121.95' N, 38 M 289�I 988 J J1I v I N89°2615 E 540.801 1 1 0 , Q. W,I � O�1 N N 1 I I I 1 ZONE X �- U; 1 MiC ur� i O /ZONE A I N I N ZI 10.00 ACRES {1 in O / , _ ti JI 435894 SO.FT. '✓ 89°3215S"E 500.00 0I 1 cYil EXCLUDING R/W ti W a OD a 9.09 ACRES LOO ~ -O O / DPLAIN IC/N N WI 395997 SO.FT. 't0 Q� LINE 1�75' 3 �CV to 1 N M 0 J N O I _O I O N _� 0 C p p Iy Q C91 Z I M 0 j 5.00ACRES '6 0 "prij v E 218000 SOFT. rn c �w OI .I I I G EXCLUDING R/W rN�� I 1 O 2 00' 4.62 ACRES &0 Z _L- 500'— — 83— 200'- Z 201500 SOFT. s3 z� 136 L �SETBACKLIN�E �Bi, B2o M- ------- ---_-° 1291.49r 500.00 - gl_S2M rn _ _ 512.6dd N6903259 E _ m - 2= ei _ AV - J ^ 540.80'- - -� - - 278: 4 ^ - — — 'o, SW CORNER,SECTION 34, R5- ��9—.JZ ��� �- SOUTH LINE SWI/4 ' -10 rT29N,R15W,STEELMAGNAIL UNPLATTED _LANDS , Bearings are referenced to the West line of the SW 1/4 of Section 34, T 29 N, R 15 W, assumed to bear North 00 degrees 26 minutes 10 seconds West. Note: The parcel shown on this map is subject to State, County, and Township laws, rules, and regulations (i.e., wetlands, minimum lot size, a access to parcel, etc.). Before purchasing or developing any parcel, contact the St. Croix County Zoning Office and the appropriate Town Board for advice. Prepared by: BRADLEY CANADAY SURVEYING 6976 26'x' St. Ct. N., Oakdale, MN 55128 Sheet 1 of 2 sheets Phone No. 651-779-6435 1 of Vol 25 Page 5873 ►c, ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer A0--c5 Mailing Address ©0 S, v?�� ff ��,, fe /30 � yv�Jd W�. .S-9,(j/ Property Address 2- d V-Q, (Verification required from Planning&Zoning Department for new construction.) City/State �� l � 0�1 NZE7 Parcel Identification Number 7Y 36 LEGAL DESCRIPTION Property Location -S(/J '/4 , S� y4 , See.3 T_t�LN W, Town of Subdivision Plat: , Lot# G 7.�. Certified Survey Map # ( � 2( , Volume �z , Page# x . Warranty Deed # YOO g ?j 2, (before 2007)Volume 2 Page # f Spec house' 'yes �Ino Lot lines identifiable es no SYSTEM MAINTENANCE AND OWNER CERTIFICATION Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner,if needed,by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. Owner maintenance responsibilities are specified in §Comm. 83.52(1)and in Chapter 12-St. Croix County Sanitary Ordinance. The property owner agrees to submit to St. Croix County Planning&Zoning Department a certification form,signed by the owner and by a master plumber,journeyman plumber, restricted plumber or a licensed pumper verifying that(I)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 1/3 full of sludge. 1/we, 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 Planning& Zoning Department within 30 days of the three year expiration date. Uwe certify that all statements on this form are true to the best of my/our knowledge. I/we am/are the owner(s)of the property described above,by virtue of a warranty deed recorded in Register of Deeds Office. Number of bedrooms S GN TURE OF APPLICANT(S) DATE ***Any information that is misrepresented may result in the sanitary permit being revoked by the Planning&Zoning Department. *** Include with this application a recorded warranty deed from the Register of Deeds Office and a copy of the certified survey map if reference is made in the warranty deed. (REV.08/05) Wisconsin department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix ` S6fiety and Building Division INSPECTION REPORT Sanitary Permit No: 515249 0 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: City Village X Township Parcel Tax No: Krueger, James L. & Jennifer Springfield, Town of 034-1078-30-025 CST BM Elev: Insp. Bra Elev: BM Description: Section/Town/Range/Map No: 0 /3M t GS 34.29.15.522A10 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. 5' /Cy. 1Septic...- 5 Z Benchmark f G ~'t Dosing Alt. BM -7-0 j° o~ 1p vYlat~t ~5 Y ~ ~ u Aeration Bldg. Sewer Zc. d Z D Holding St/Ht Inlet 3 U TANK SETBACK INFORMATION St/Ht Outlet TANK TO P/L WELL BLDG. Vent t Air Intake ROAD Dt Inlet Qh Septic / Q Dt Bottom A, IT q (P Dosing Head (/Man. ~(C > lot) rvf 2 Z. v Z. S Aeration Dist. Pipe IMd~~ ~ S p T 2,o s Holding Bot. System ZA Z 10J.? Final Gra PUMP/SIPHON INFORMATION f / p 3, ~ Manufacturer Demand St Cover p / 3 GPM v do l0 77 • ~o Model Number / hi 3 S v z J o ~ oa. TDH Lift Frictio Los System Head JT1Ft /a/.g5 3 ? 3.3 l ~e11Q, SS /zsa Forcemain Length Dia. Dist. to Well 2 SOIL ABSORPTION SYSTEM S BED/TRENCH Width Length No. Of Tren hes PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS ( o0 l 1 :~L' i SETBACK SYSTEM TO P/L BLDG WEL JLAKE/STREAM L CHI Manufacturer: Type System- INFORMATION ~~fj~~ f ri~1~ ` Lf CHA R OR yJW/ 7 1 & T IS / UNI Model Number: DIST Q ON SYSTEM / Tvrn s'In/G~ev h~ 1 Heade Manifol Distribu ' on x Hole Size x Hole Spacing Vent to Air Intake C Pipe(s pl r Length Dia Lengt 7 a ~7~~ Di ( Spacing _ I (4 3 ' ` SG~ j GtJ SOIL COVER x Pressure Systems Only Mound 4 At-Grade Systems Only Z f'^ Depth Over Depth Over xx Depth of xx Seeded/Sodded j~~ xx Mulched Bed/Trench Center Bedlrrench Edges Topsoil 0 Yes No ® Yes g No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: /Z h• / / Inspection #2: 5 /-Z9 ! '-C Location: 3012 60th Ave Wilson, WI 54027 (SW 1/4 SW 1/4 34 T~~29N)) R15W) >35 acres Lot"-"[, • PParcel No: 34.29.15.522A10 1.) Alt BM Description = J0 p Vim'" 2.) Bldg sewer length = C70 y[p C J~ J~ P/a W - amount of cover = --~0 Plan revision Required? Yes VNo G Use other side for additional information. SBD-6710 (R.3J97) Date Insepct is Signature Cert. No. I ~a ~ 1 COI11I1'1e1'Ceml.gov Safety and Buildings Division County201 W. Washington Ave., P.O. Box 7162 t(Deparltmerd sco n s i n Madison, WI 53147-P j n ~~y Pmt Number (to be filled in by Co.) of Conaneme 1e ® 5 ! J Z `toT 1 Sanitary Permit Application State T Number i- Lt ~C~ In accordance with s. Comm. 83.21(2), Wis. Adm. Code, submission of this form to the appropriate governmental unit is required prior to obtaining a sanitary permit. Note: Application forms for state-owned POW S are Project Address (if different than mailing address) submitted to the Department of Commerce. Personal information you rov' or sec ndary purposes in accordance with the Privacy Law, s. 15.04(1 xm , Slats. 1. Application Information - Please Print AI formation /Z ~U J-/f yr t S 8 Property Owner's Name / Parcel # ,euE~sE.c om o 3 Z01d ©3 io 78 - 90 - 0a5-Property Owner's Mailing Address AS 1, CRU1X COUNCFFICE Property Location 5 ZZ --/b 0"00 S J AGO ~O ~T: J ui TE p1}~ NNING & ZONING Govt. Lot City, State Zip Code hone Number , , S!✓ S!✓ Section -ell a4sv") V -L- .5-`r014 71S 77.7 - (circle one) T al9 R H. Type of Building (check all that apply) 3010 Lot # N; 91 or 2 Family Dwelling -Number of Bedrooms y G - Subdivision Name o k c Block # ❑ Public/Commercial -Describe Use _ re ❑ State Owned - Describe Use CSM Number ❑-illageef 9 Town of ~~A~.JC F/EL D / C ar o 00 III. Type of Permit: (Check only one box on line A. Complete line B if applicable) A_ New System ❑ Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System (explain) B. ❑ Permit Renewal ❑ Permit Revision ❑ Change of Plumber ❑ Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Owner IV. Type of POWTS S stem/Com onent/Device: Check all that apply) 4. J r ❑ Non-Pressurized In-Ground ❑ Pressurized In-Ground ❑ At-Grade ❑ Mound > 24 in. of suitable soil Mound < 24 in. of suitable soil ❑ Hording Tank ❑ Other Dispersal Component (explain) ❑ Pretreatment Device (explain ) V. Dis ersaUTreatment Area Information: Design Flow (gpd)/ Design Soil Application e(gpdsf) Dispersal Area RequireSksO_ Dispersal Area Prosf) S evation 00 1. O D QP X00 I MD Goo 1 7~ /o% 7 700, 2 41-1 ror.,t - Z VI. Tank Info Capacity in Total # of Manufacturer Gallons Gallons Units o d o New Tanks Existing Tanis / u :9 4! W ~al7a-~ 4 ran v, 3 a Septic or Fleldieg:Faek ~0 ,DSO ~✓/ES E2 LO.~~G, ✓ Dosing Chamber 7S0 7So ,r i, ✓ VII. Responsibility Statement- I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) Plumber's Signature MP/NWM Number Business Phone Number t) Plumber's Address (Street, City, State, Zip Code) - /V Co a? 8 Sr. ,j Ly.A uLr l /o 4, r _S°5' z u VIII. un epartment Use Only Approved Disapprov Permit Fee Date I yueed Issuing A ignature rn-OW er Given Reason for nial $ &25 IX. Conditions of Approval/Reasons for Disapproval 3 r r rert+~ i1. fd ka r 0-re- 'A ,SYSTEM OWNER: t 'Septic tank, effluent filter end r 1 dispersal cell must all be servlces / maintained as per management plan provided by plumber. 2. A setback requirements must be maintained Attac to comp p ns or the system and submit to the County only on paper not less than 8 12 x It inches in size SBD-6398 (R. 02/09) Valid thru 02/11 1-I?OM, :MICHAELJHASSETT FAX NO. :7158347£I94 Apr. 26 2010 07:35AM P4 k o e 0 ~a t k V4 nr of ` , 4' `y tit Cie FI?OM, : M I CHAELJHASSETT FAX NO. : 7158347EI94 Ap•r. 26 2010 07: 35AM P4 ~l k o a ell *4Z~ Z14 ~11 74 vi ~ v b ~ a k w NN V .r V L L4 to Zvi ~ ~h L Safety and Buildings 10541 N RANCH ROAD commerce.Wl.gov HAYWARD WI 54843 • Contact Through Relay www.commerce.wi.gov/sb/ Itisconsin www.wisconsin.gov epartment of Commerce Jim Doyle, Governor Aaron Olver, Secretary April 28, 2010 CUST ID No. 231346 ATTN.• POWTS Inspector JOHN HERBERT PELKE ZONING OFFICE PELKE PLUMBING ST CROIX COUNTY SPIA N 6298 ST HWY 25 1101 CARMICHAEL RD DURAND WI 54736 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 04/28/2012 Identification Numbers Transaction ID No. 1784530 SITE: Site ID No. 755822 James Krueger Please refer to both identification numbers, 60TH Ave & Hwy 128 above, in all correspondence with the agency. Town of Springfield St Croix County SWIA, SWIA, S34, T29N, R15W FOR: Description: Mound, 4 bedroom residence Object Type: POWTS Component Manual Regulated Object IDNo.: 1262627 P' N Maintenance required; 600 GPD Flow rate; 18 in Soil minimum depth to limiting factor from original grade; Systecon d it" Mound Component Manual - Version 2.0, SBD-10691-P (N.01/01), Pressure Distribution Component Manual - Velpi r 2.0, SBD-10706-P (N.01/01); Effluent Filter PFR A The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. This system is to be constructed and located in accordance with the enclosed approved plans and with any component manual(s) referenced above. SEE CU i~P 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 s.145.06, stats. The following conditions shall be met during construction or installation and prior to occupancy or use: Key Item(s) 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 proposed pump is near its limit with the proposed total dynamic head. If upon installation, the total dynamic head increases, the proposed pump must be reevaluated and may be inadequate. • 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. 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. JOHN HERBERT PELKE Page 2 4/28/2010 • 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. • Maintain well and waterline set backs per COMM 83.43(8)(1). Consult the Department of Natural Resources for well setbacks and other regulations and exceptions. 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 and the POWTS management plan to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Fee Required $ 250.00 Fee Received $ 250.00 Z Balance Due $ 0.00 Patricia L Shandorf j POWTS Plan Reviewer , Integrated Services WiSMART code: 7633 (715) 634-7810, Fax \ (7_1,5,Y634-5150, M-th 8:00 - 4:45 pat.shandorf@wisconsin.gov 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 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 buildingproduct not on the building site. For further information, go to our website: www.commerce.wi.gov/SB/SB-BuildingContractorProgram.html Note: Effective March 29, 2010, we are consolidating our Shawano full-service office with our Green Bay office. Please address all plans, correspondence, mail, etc. related to previous Shawano services, for delivery after that date, to: Division of Safety & Buildings, 2331 San Luis Place, Green Bay, WI 54304. If calling moved Shawano staff after that date, call (920)492-5601. e~ 9 Private On-Site Wastewater Treatment System (POWTS) Index and Title Sheet Owner: ES ~.lurl. &A Project Name and System Type: -774goyfS A~'W4r4p4 - y Qa. /yauw'1o /Jos✓rS Location: Street Address Legal Description ow./ of ~i~iti.✓6FirsD~ ST ~itoir Township/County Contents: Page 1: Ivory ona-L -1y Page 2: o r CF CCMM Page 3: ri..~ ..~o o Page 4: ~SPD Page 5: Prix Zoo. `*e yodw Biro ts- _!re 6r;,, I U~ Page 6: ~u.,y G~6'~1 Fia.sser-ra! ~~o..e' 1 Page 7: 4m W rS o.v rrs s ~.i.~,.,~s. ~.o.✓.vs~ir~..~r ~i..✓ Page 8: Page 9: " Attachments:o r Eyrsw.~ riot ~E.oir r / / a rz, ~A/,✓ r6•✓ww e /.✓S~. Plumber/Ile r: ✓ o,S/.✓ ~dLK6 Signed:--(::; Credential Number: zW - 3 / 3 Y4 Date: Glseo .f~•0 - JoL 9/-P uvD G ,,W,0 yr v r /I.✓a v6 r r~ E•4 Sii.J .T. O 41-f 'r,0 /,0 7,0,e rfO"Ar-ffarl ASrr *dWr..r ZOIWAWt•-0 r/1AWM4d !/E.eS.i., J.o l FROM :MICHAELJHASSETT FAX NO. :7158347E194 Apr. 26 2010 07:36AM P5 J ~ btu s fs. i At . ~ •4 : ,pia t f4 rv t 44 til a. ~ C-1 19 O o ~ - •a ~x 4...r~ M 4,4 _ , • • ~ t . -.~-..~-rte • ~ fix: - °ti 43 W W p+' W ' W 111.1, . OIL,, • r m••rl •t+y• ki• ii . I-d td • M►rlMM~d~t7 rT R rt ' •1 1 I a _ 0 eat \ ~ ~ r • h k w ~ ~ w I'd O x c~ ~ r. .o n b • t1 ~ c c ' m ~ ~ N b. i c It C6 A It X1 (roq ~7 - ~ »"77 3 v 9. o - U Pap .S Of 9 SEPTIC TANK 'PUMP CHAMBER CROSS SECTIOW AND SPECIFICATIONS ..r Scw f'o. 4" Cl VENT PIPE 12" MIN. ABOVE GRADE E WEATHERPROOF /O' FROM DOOR, WINDOW OR JUNCTION BOX APPROVED FRESH AIR INTAKE TWITH CONDUIT MANHOLE COVERS W/ PADLOCK E Fi.~r~-rws►e WARNING LABEL -__._--4" MIN. 18 IN. INLET WATER TIGHT SEALS GAS- i ' Z4.6cit TIGHT i VAPPROVEO 4-1,0,0 A SEAL Fjc rFR. ~ JOINTS WITH APPROVED - ; ALM APPROVED PIPE B PIPE 3' B ON 3' ONTO r4 - Ot1TO SOLID SOLID SOIL SOIL' C I PUMP OFF ELEV. 87.3 FT. OFF RISER EXIT D PERMITTED ONLY IF TANK MANUFACTURER HAS APPROVAL, _ 3" APPROVED BEDDING UNDER TANK CONCRETE PAD SPECIFICATIONS SEPTIC./ DOSE / TANK MANUFACTURER: ///ESEa ~.✓CaETE NUMBER DOSES PER DAY: TANK SIZES: SEPTIC _ /o?so GAL. DOSE VOLUME INCLUDING V DOSE 7s6 GAL.. FLOWBACK: /3 G.9 GAL. ALARM MANUFACTURER: o,yQW CAPACITIES: A INCHES GAL. MODEL NUMBER: cc-„T = SWITCH TYPE: E c4ar B = 2 INCHES GAL. /C / ~,vt s. PUMP MANUFACTURER: ZOELLE2 C = _ 8.S YNCHES = 3G.9 GAL. MODEL NUMBER: SWITCH TYPE: /JE~tcaar D,= 8•5' INCHES /36.9 GAL. REQUIRED DISCHARGE RATE GPM PUMP E ALARM WIRING AS PER ILHR 16.23 WAC VERTICAL DIFFERENCE BETWEEN PUMP OFF AND DISTRIBUTION PIPE . . /so FEET + MINIMUM NETWORK SUPPLY PRESSURE . . . z3 FEET + I.Ss" FEET FORCEMAIN `X a s FT/100 FT. FRICTION FACTOR 3,"2 , FEET / SA, TOTAL DYNAMIC HEAD = ' X .,2 FEET INTERNAL DIMENSIONS OF PUMP TANK: LENGTH SS WIDTH 8o DIAMETER LIQUID DEPTH- y8" w TOTAL DYNAMIC HEAD/FLOW LL PUMP PERFORMANCE CURVE PER MINUTE MODEL 151/152/153 EFFLUENT AND DEWATERING 50• 14 45 153 MODEL 151 152 153 tz 40 Feet Meters Gal. Liters Gal. Liters Gal. Liters 35 S 1.5 50 189 69 261 77 291 30- 10 152 10 3.0 45 170 61 231 70 265 15 4.6 38 144 53 201 61 231 > 8 751 -jJ ' 0 6.1 29 110 44 167 52 197 0 F 25 7.6 16 61 34 129 42 159 6 20 30 9.1 - - 87 33 125 35 10.7 - - - - 22 85 4 15 40 12.2 - - - - 11 42 10 Shutoff Head: 30 ft. (9.1 m) 38 ft. (11.6m) 44 ft. (13.4m) 0145088 2- 5 e Model 151 Model 52 / 153 10 20 30 40 50 60 70 8D 90 100 GALLONS 6 7~2 67132 LITERS 0 40 86 121) 160 200 240 2811 320 360 3718 4518 - 3718 *4 FLOW PER MINUTE 014508A 3 7/8 3 7/8 0 ' 3718 3718 • Timed dosing panels available. a e • Electrical alternators, for duplex systems, are available and j supplied with an alarm. • Variable level control switches are available for controlling single phase systems. I i • Double piggyback variable level float switches are available j for variable level long and short cycle controls. • Sealed Wk-Box available for outdoor installations. See 1111/16 j ! 121M I I FM1420. • Over 130"F (54°C) special quotation required. - 415116 SK2444 SK2064 151/152/153 MODELS Control Selection Model Volts-Ph Mode Amps Simplex Duplex N151 115 1 Non 6.0 1 2 or 3 BN151 115 1 Auto 6.0 Included 2 or 3 E151 230. 1 Non 3.2 1 2 or 3 BE151 230 1 Auto 3.2 Included 2 or 3 "Easy assembly" N152 115 1 Non 8.5 1 2 or3 BN152 115 1 Auto 8.5 Included 2 or 3 (pump not discharge pipe not included.) E152 230 1 Non 4.3 1 2 or 3 BE152 230 1 Auto 4.3 Included 2 or 3 N153 115 1 Non 10.5 1 2 or 3 BN153 115 1 Auto 10.5 Included 2 or 3 E153 230 1 Non 5.3 1 2 or 3 BE153 230 1 Auto 5.3 Incl uded 2 or 3 1. Single piggyback variable level float switch or double piggyback variable level float switch. Refer to FM0477. Reduces potential clogging by debris. 2. See FM0712 for correct model of Electrical A@emator E-Pak. Replaces rocks or bricks under the pump. Made of durable, noncorrosive ABS. 3. Variable level control switch 10-0743 used as a control activator, specify duplex Raises pump 2" off bottom of basin. (3} or (4) float system. Provides the ability to raise intake by adding sections of 11%" or 2" PVC piping. a caunoN Attaches securely to pump. Accommodates sump, dewatering and effluent applications. NOTE: Make sure float is free from obstruction. For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. © Copyright 2008 Zoeller Co. All rights reserved. POVM OV&M S 11LANUAL AND IISANAG SNT PLAN FILE 1iWORMA?ION S7CSTM SPYAMCATIONS Ovrrner ~A /tuE E2 'Task .?:3o DNA- . Porn itf - Ta "6806 w" /ESE.c o.~~. D NA DESIGN PARAMETERS rdnaeut lqh Z,M ❑ NA Number d Bodwous 1 y p NA Effluent Filter Model -/ao DNA Nwnb.rofCawaw dd IIObs - NA Pump T mmciW 7 s4 p IAA. Tack M !,J/ESEg 13 NA Fiao6ed Saw (sver~e)* oo SW&Y Desi~nSow(peak),eatimstedx LS* Goo ~ ZaE6c~c EINA - Sail Appkatiaa Itft . D IF& PUMP * Model 0 NA P Und NA Tuflua dalmuc rE Qualify (NAp) MINAW Its;. ~ A Grease (FOG) D Sand~ravd Fitter D Plat Filter 5 30 >nqfL D Idedbanical Aaatiork E3 Wetland Trial Suspended Solids (TSS) 220 O Da . O Other: -1 250 ~ i_Kodei: Pry F Quality p Modbly Awe"' OeB(s) hHF0wd(p ) Bin l Oxyg~enDemand 03OW 5 30 mg0L ~ At-gmk ) ~ =awd Total SuRmudod Solids Orr 5 30 mg1L ❑ p 0&W- rrocal taaliforar (goomdric am=* 510 cGd100101 p Leaching C Maxinan®F.fflumParticle Size 118 inch &SUCW Model- Laying *Wastewm6er Flow Verifitatiaa and dons: Sail Application Rate Area _ Re1- (Odrer dma bedroom based) hffkrative3rufaa:/( -ESIA Rafm , $z MmiuuuuNumber-ol: Clrambas. ❑ DqsApP9WdAndagRWw-, min Vabu s typical for dorwstia (non-oorsn c.-d RvAder VAISL A+lataWs: ail nmwials most oonq1j► wink WI Aden Code and septic litak efHucm COMM84 and be irkstalled perms spaAcations Vahres for and leacm D CRVtJtlA p -Wisconsin A"p de SoR Absorption Systwn, Sites Design A ( ndion Manor (Converse d-a1199d) Q -Wwonsin Mound Sad Absorption System: Siting. Design Bt Cana a inn Mannar Converse, I-G and EJ. Tyler_ Publication 15.22 p - DeOp D6ibufion Ndwodm for Septic Tmk Sor'l Absa~pmi Systems' Publications 9.6 p - ofCoava l Soil Ab wpbou.Mcucbes andI3eW. R.J Otis-ASAE Pdgmvm s5-77 an_d.-sign lmmal - Onshe W TieWn eat and Disposal . EPA 625/140-012 October 1980 D SOD -10570-P (8.6199) -At-Grade C.ompment Mound Using Pwwme DisaftdW Q SBD -10567-P (8.6/99) -in Ground Absorption Component Mwuar D SBD -10705--P (ALOUD -7n Ground Soil Absorption taaugkooma Maraud- Version ZO p SEID -1062&P QCG199) g Sand FVW System ComponeatMamkaP O SBD -1065GP (N.6199) "Split Bed Redualadug Sand Filter Systm G neatlAanuaP O SBD - IOS72-P (RAM) "Mound Cbn ponart ManuaP' jWSBD -10691=P (I own -mound Componem Mannar Version 20 Q SBD -10395-P (26199) -Single Pass Sand Fidler -Comport hbuaW O SHD -10657 P (8.6/99) - Dgp4=Efuad Disposal Cowl bb D SBD -10573-P (R 6'99) "Pressrne Distid-bafiank Component Mamkar- M SBD -10106 P (tEOIAI) " Prrsmw Disubdioa Compa cat Mwrat- Vasion 2.0 p Ddp4i c ESQ Disposal Compoom Mhral fr Mullis Oasii+e W Treatment Units ❑ 11dAIIV'Tf~TANCS AND MAINTENANCE MONITORING SCW9DUlX Seryke lwent SecYiee At keel O motes s 3 PaIRP oOP a1s. s . - W6dt coDbined ;W of talc vddtame s 3 ) s Atlarstowe evay p mores 3 qppqdk pq*cdk moNhs p s - Clean Cffbmo filter Atleastanceavay codrois & alarm Alkastonceevay p zoaa ks - 3 s . DNA . press= Fluslk >a and test Atleastoncezvoy -13 swaths 3 - s) NA _ ValvesAt least once. O_ D s NA Other: Atleastoweevay El nmmft . D s Q NA -z-of START Ur Far new cocmtnac dM prior b use of tilt POWfS crack tt t taet(s) fw the ptesen0e afpsintiog ptodocrs or odwrrbenicals that ,~y;,~ y11e ,tprocess ~ tbed~sparsat Cell(s). IlFhidlt cosnocntmioosate aetecxod htavie the amts afthe tank(s) removed by a septeHe secvica~gqpetatoc prior b mr- System starttipdoll sooccur whim ati■cfitioacsaaafwsosatthebdBU M=db e. OPERATION The propertywmaistapodbiefortheopeadmandmmistensumardapowrsand subn*dm ofdrepoftIUquantity and a[tie wasiowamp stream wN atlfoct the p and loagafly afyor PoVrr& Tbc iWWbtiom of sow-swing 1011 1 '301Sys ahaafl vtilb pr I I l aP0kaf lMbMduoes the voiasne. Also the bd w ar waft nom %ou sotienew, nm ramowd aaiK adter dowwom tneaumotdeviom m d btddm dt dwwd be to dw gmmd sot &w whenewpoodble. Nola ddsdoes ant iocluaelsoa ft *zwcm eta Ibis system is deWaod b ho db dam atic boaArvar tba disposal of food based p+eases and oik vqpablelf k . Tor'kttisave is thaosly pads and seedt;, boom andiood 906 suc ha dwsepmd- by a Vxbyedigxmd d=Mbe =Wombed papa that dmWdbadwciat®e.. . +thesysycr.. Othrersoa-bin bte iMlwby w . Umpw% swury sopkint Condoms. dpaette battry dental Hose; and caUm sat d should met enter At system. Chemicab On& as pckojem p fleer, plink ~-pesticides, sstflio*k solvents, M. Aculdaotbe&drod bon the sjrsiem as they cant saioady dssuyon iiDW-TS and iiam ipte Your water sapply_ htunmm a n*Aur steady Hoar by spaceift l■narby m ft* ibosgbost the wedc. Avoid vehida not& o~rtr ap siracat aoagwnents - Can afsnaar o~raf dte dtsl+ecrsal snit stay cause t bfreexe _ o Vahm ~ Vah~es sba>t ba apaatod im dtetsaase~ Abwm Mi a ms shdd bt tested oa:>yarbods by thehmue ovary ffaaalaas aoatacx b itdrvidual Goassed b servicx POW M lb=is aody a l dsy reserveusders opera*g caadd MW bonnovMerwate dWdd be ootrservod UMOMy pmablems wklt ft sp- acne eorteclod to prevent bads-p of wmV inb dw dwdtisg or . hxsP - bspecdoasLallbessdebyawiadivid■stash aoeaftltaibflot >ioesseseraa66catiasa:MssiarPiowbeyldasler Pbmbu Ratricned Smvr. P0WTg dr 9ep1aga8 'Operalar(pxiLsatttiched ldbielenssoa Scltedsia Sqxk Taaics component Test inspections mea=t b dale a visas} medics af0c look fa iddtj► say misft arbicbm bardwane, idattify am cracks or heck;, atom dtevooe ofcombined sidtldeaud mm mdbdtack hraaybsdcup orpoe ft efefseatb diagmaod so*ce Aooes ap amdfwsocvioe arenssmaidat ba sedod a■diarlodcad upon eompiaioaofsenrim Any delixts sbali be pwop ly Comected. Exposed opemisgs pear dtsa 8 mcbeob shall be screened wbh as eve lotto device to prevent aocidMd or aonut bawd catty into the tdc When dw cosaba dm of *mdp and scma iaaai/ to * aceds omad" oM er wA=af the task vane; the .lit p contemn of the task shat be rcmrvred by a Sq%W SWddit Operattcr aarddb*md ofb aeomda wilt C7rplaM IM Wisconsin Administtafm code. Tbeattiet ftbd(s~ s~ be inspocled sad deased#n~ove aayaocm~st'd solids aeoordi~tn ntssafs~ssa's ape tioas-Psariaioms atzb be mubb atlaiasohidsisdotmL P&wdeaoftmw be moroary atatone ft+epte 8-twis dma stated b the mdu, p. eace athodde blcow the lpi. dpetmtng. 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S cado Earaai■Ieaaroezimzpacdoa~.aodaeaoilo~i~s bescbaeiliedieaoocedeooew~ 83.56 oaasTaAdm' i t ABANDONNMT WaM OO P+OWU S& WAAW isps numoy id m a eAtm vicef6 hmum ft skp &W bet bmft paas+a tbatibe sysftW is PaPodYmdadeb►mbmd mdacomapfimmm3&CLOObddtn.33,VbcroskA vooode. - AII pipiad b fsaics aad pile miaA be davooaoeciod and fhe abeadoaed pipe apd~s sealed. the cbaimis aran to ft aadpbs sbaii be: ra nyvod mad pe+oparly diepand of by awe arvicft Opp AOwpo sRtmaia modpft dmRbe emcm oad modrm avedec&*cavetsremaveda md&vvaH apamf7Hedvd& saidgavoiareacrientsom L PLAN IftboPOWiSSits aadcaaaotbesepaiiodtiefo8o~wieg hmvisbeem~ araemtbclaice~ bpavidesaodecaa~aat 51 intsyslam 0 Ambblenpboearmtum aaibomavab bdmdmaybouwmdfw&vbcwmofarDpiaceamatsdiabmoeptionsyslrm. 1lre 15iacaueatareadwddbepmociedSamedikbamoegodcompmcfiommdshmmmtbabiaim eduponbyr Vimd sedmft* m madl g I edsteacI a btlr madmdkFa*mtePmftctf rpim=mmmt oavMreaalth<@m neadfoeanarsouulfiomacdli■gaadp o mdse -m-, btNwg=dWdjLp a b, I,, ptaorcpbooomMoo avm r" I'iat omedforammmffmdshsavabadmioadbgaieaadt bbxopimxmmtam&R sy:eummwt coaapiywads&esdesisagentatfialia . p _As ftbis 1 ioaore■ mmiomc a abiedaetosadmk Mn IVIN S i<irMOL Doubt advaoom hLp wrs - cioolOjW a bWioglwkaaybe hwWbdasabmtnwabn*kmdo baodPoVm Thesiichumtbeaaevaiaaledbideo*anbbbm*h emmw as.UpeafseoatempoWlgasolmmddbovdamlion tbaperfoetaedlo beab asdbie~top~laoema■ta+ea. ffaompiao®aratmt+eait mm8abie sl~oidi~fminasyba imtmlied ass a hmt sesoatb rqloo do lined POW TS U madmadmil odesoilaboogPioasymdasmaaybameoomledisl~lmce =emvvmlafttiebioa~tattha~ea~aav+a sudbmRmeedcadia■sdsoch aSi ass~etuoaapyw~tLasaiessdaffeetattbatt SIt' vvr',PWQAMIDn P~ TEA TAti>IC6<liLYCGKI ANLZ7NAL6GASMAIUM]R CUM O"GML D ONO? ABid!'1'P - wpuwtRtOyliiOtit TAM ANY DEA1$iAAYNfiMP,L OiEAP TlAM7HCII GWATAIiN>lL1YInD OR ADI~►11TDNAL ClD~Tl'S POWTSINSTATJAR POW= MAfl~ITAIIi1$L Nsare ~'o,V,✓ E'[KE /yip-a?3~~y6 . Now o ~t,rE ~ lu Phmv 7/5- Phms 4/5- e7,.? :9.742, P, 6/.~,r,~ i,,,,,✓ LOCAL=GWATORT-ALrTmM= fir, Z110I)e ZOA./IXU. 4FFj41- Pbam Phoaa /S 38 - X80 Page~_of 9 I I • marntenwice Tile g C AS ~6 and rOOd COd86 ale U1li~Bt1 SIs1eS ~l9le jS S . 7he ' ~dDeSUDt e'3Ce1he~BI~IB[W~usall91~~ 8~i0t~d 18d ~1B C ~10pi a1d ~'jOMBtl6P, Olr [jS SAf i~Bll~lO. T~16 9COM ~eaaenobico~nb on II4%= ~6eS 1_ and foom bd n of ~ ~11L ~yOOT'~~0 S yOtl INS t!@ /lO~d by 8f! ~8[[tt MOH ~1@ ~ i~S~1. TOSWVAM ffi@: ~~~~,r~de dariei~►a faer~ds~epliCfarikpt~apBfar [fie a1~aE~e - • Ad& Remolls~e apd eswe ~ mdpul~we - ~ afi~s ~aoa~ryb ~"""~r ISM** i"'d'b's s4 the ao~~ ~ c~elitQiase~i ~ ~ ~ tls i. M '~.s Tho arm bysmarmomAoseaftn wpm f~► vY~! f~M~`f f~f7J9Jft S7R.'3Af64M~.7 .LT1C. r f •a U&eWi All =loft n.0 te~r~tnes7eNR 7lx An rnm& im r iel4KW-2Z1-G742 • Wobsb h ww*r.~6~.vom Apr 01 10 11.63a WATERS EDGE CONSTRUCTION PA •M01i2097 20:03 I SUPERIOR AUTOMOTIVE ratit nt SOIL EVAL ATION REPORT 4wttcono(n Dw rVn•nI of Con+m•rc• Dmelen of SO* •wd 13u10nps in. R=edone vAh COMM 85. Mv- Acm. Code CouMI C,r. C ! yC Aladt wnwkle oft pun on p•p•r r+ot isso then o 1123"1 •s b di'r•19t%I0n ~ py~ t.D. © ~b IrAudo. OW not 0011100 b; vordeW end hodmntel reforent:e Int Sehq oµ• Foment flops. Beets or dtm mWns, n" torrtiw, end location and dtftortoe to rwo(eft rood. R•dow•~ br Pivdse prMt all In/ormetlon. Fon•er womices ru Mov+e• aq"WS W o•c•rr•ary fvroof of (Priacfkvw. Pro15.04 m) IdQ)- rrmiis-ay ~r 1N S W Ni S it T N ft a t yr :f ,O"wft Meldnp Add" sa lot M BIV* A SOA Norew or CSAO tape on• r Cllr vlUrye ~Town Nasresl %go (Air 13- 1W ilk lei -~1311,JiIL ~~15°N wt 59c~'7 ~5 Coda d8-rived dew, now felt CPO N•w Constnrdlen Use, ® Re~IpeMlsf I Nurnbsr of b•droornf ©RsplsunNru putrse w eo (der • O•outbe•. ..1 R. P&" rtalorw f T i Flood Plan e:•wilon l1 opAlicab1e - !7 Qmorstoonrwc3 to jo *4r--} A-+ •ndwoomri•ndedons (Slop: n* owswA44 ~Tk4i!L 's bd►s~ or► lob.?s c~K-~o,~r D eodr~ 1 PN around suruco tt" 9.2%. 0• Colo to offamp fetdor h Sol Gun T Sirveax• Consis►mtoe 6aunduy (tools fkrti•n Caro . p•r.dnrnl color Rod4u Dooorit + Todun or. $s. fh. *E01 rt=.A+rt iri: IliAurueu Ou, a>^ cont. Cotes $ r L Jf5h some I`~~IS YtRs 4- w ~ L 1. Q Y ~ in, pN tlon fist ® Pil Ground surlsee etav, • b Il. Dow to IirTiGttQ Is*( r•srw• swcw+c Con.i•ter+•• eoundwy tawtf Mt7w D• •EUIt •Epr4►2 Horlf•n pYr t~ominent Cet w Redo: D•sarfpyn In rturwds Qu. sz Cont. COIN O Sa- K r A W a ~cSY f t+,'' 7 VIC 19k, toll ~MIUISI&JIg rAft7w-700019 4 go" rtt f'2 • 0OD < )0 "so& A" Tsi a 30 me+L ffWL • EdoN sri ~ et?C s ~0 < 710 np+'L end YSS s34 e t t~0 CST frfune ~tas• 9io" Ace a,%216-- eft EYokrOliWl Con~duclod f phom NoWNr th . ..r lei -O I 771S-A%1-&JM e• a~ ~oa~, Apr 01 10 11:53a WATERS EDGE CONSTRUCTION p.3 ,'09-fi01l2007 20:03 1 SLPERIOR AUTDMOTIVE PAt*- 144 . Pogo 01_ or ~Pen7 Owner K /V~ V^ Parcel i0 l E3 some E i I ~ +0 0 7. 9~r rrctor a _ IA SAtl COIiO•'1 RSItO er y~r rf ®PII Ground iuAyW~ tNv. _ II. Depth to arw1ing Maim GopN OoenMtsrN Clot Iltltlort OeaortpYon TexWro Saucturo Constatonce Boundary IiOOtS P or, Sz_ Sh. IIRI 'E10T lm Munsoll nu. Sz. Copt s ter :task oft-moM kIF 7 IA. I u, 1I1/ wf 7~'1 R 37~ 7.5'tQy Joe_ 64 . X F-1 Bortrlo O Soong spy atY Pit Pl Ground euAaco fUv. _ h. Oegt1+ ao aimiuny lector In, P Hodson 5WIh DoWnsnt Cobr ftdox OosartPdon Tom; 5i►uctun Constsunco Boundary Owls kl. Mmov aw. Sz. Con. Cocor Gr• St. !h. 'EMtt 'En1? ■i M Boring ~t Ground surfs oo0lov.. It. Depth to"Ur+S factor h. RNe rlortros 0"ttt Oonttnent Clot RWox Dosortptton TaXM4 SYUOwn Coniston" 9oundory tAoo4 aw Munsoll Ow. St. Conc. C 41W W. Ss. sn. 'gov -afro? 7.4 ' a=.eluett art to Boot > 3o S 220 mVL and TSS ),301150 naylL ' E nluont 02 * a 00r ; 30 moll, end YSS ~ ?0 n*t 71ta Doportmul otCommerts is an aquas opponttnitr aCrviee pwvi0cr and empioycr. If you n5e01118*e1141e w saaclt serv'e'" or heed moterisl in an ellcmille rorm>sl. picasc contact the department at 608-266-3151 yr rrY 608.264.1777. SraarA wAa r T s Apr 01 10 11:53a WATIRS EDGE CONSTRUCTION p.2 SUPEP.ICR AUTOMOTIVE F'Alt bJ 05/01/2907 20:83 1 lb r apt J 0.01 41 A Tr AL. d 45 AS !iisconsin Department of Commerce SOIL EVALUATION REPORT Page 1_ of -a d ti Division of Safety and Buildings in accordance wit m alddimmUde coun ty 5'-', C i lk Attach complete site plan on paper not less than a 1/2 x 1, Include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. percent slope. scale or dimensions, north arrow, and locatf ares road, t~3 -1272-30-025 Please print all Information, eviowe y vale,~J Personal Inlonnallon you provide mey be used for secondary purposes (Priyocy Lew. s. 15.04 (1) (m)). X M U Property Owner Property Location ~M ¢ r t) e EKED Govt. Lot W 1/4 5 W 114 S T AJ N R S E to W /ma Property Owners Mailing Address Lot N Block # Subd. Name or CSM# eSt'll (.013 1 xg 2001 > 3 S Q,c./~(Jop as sDi~ City Stale Zip C a no umber ❑ City ❑ Village S Town Nearest Road UJ' 15 q0 b c~e?u S: n ~.I~C. S. 1 at New Construction Use: §9 Residen edrooms Coda derived design now rata GPD ❑ Replacement ❑ Public or commercial - Describe' _ Parent material 10 fts" _ -h'j Flood Plain e:evation if applicable ft• General comments *,d~"~ 1 and recommendatlons:~ SuScJ~S+ ` Y ] baste VK /apr OLI C.0K+0 E^ v/ sr Boring Boring d Pit Ground surface elev. A. Depth to limiting factor - In. Soil Application Rata Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Effbt 'Ef #12 10-14 1 bik-1 S; L It 'r w F , g I4-143 .51AS ' L b;,5113 N f v- 1 4, . J- Ay/b c I M M ~ G h.+ u . tr t. D 9" bb.&O17.5W c='7.S'tkV1R 5r- L W.6 It Boring ti Boring ✓ ® ® Pit Ground surface elev. I01.0b ft. Depth to limiting factor In. ( Sot Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Effftt 'EfM/2 I 10.fk3 S ;L- aEs u- rnf v- L 1w aF . Ife, , $ ~~-i .CSyY~~•~ b `a ~ ~ ~ w - I . b 7iS r ISy 7s 6 v I M kL i:: I e- %-v a7 a7 ~s~tr~Y .S Rol ws ; - - • ' Effluent #1 ~ SOD > 30 220 mg/L and TSS >30_< 150 mg/L Eftluont #2 = DOD < 30 mg/L and TSS 1 30 rnvL CST Naino (Please P ''t) r,l Signature CST Number W- A At '7 Y a"r~ UK Address Date Evaluation Conducted Telephone Number -e~YB - 88 % -0-7 s~oaL Property 0wner &Ma W-tyG9eV' Parcel ID M _ Pegs) X-2_ of _3.. 3 Boring # r❑~ Boring • 13 Pit 7'.g~O f Ground surface elev. _ ft. Depth to limiting factor a" In. SoU,V lication Rate Horizon Depth Dominant Color Redox Description RTilxtur'e Structure Consistence Boundary Roots GPD/ff In. Munsell Qu. Sz, Cont. Cglo Gr. Sz. Sh. 'Efff11 •Effg2 0-~3 o~R~.. S;L a 5 kr awl dF 3 51 ti t. a mss K. . b 1++•.~'y-c 1M5SV. Gw I v H 1 -7 Boring p ❑ Boring ❑ Pit Ground surface elev. Depth to limiting factor _ in. _ g~,il An l;c„tion Rate Horizon Depth 'Dominant Color Redox Description Texture Structure Consistence BoundaryRoots GPD/tf in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#l EffX2 D Boring # E] Boring ❑ Pit Ground surface elev. M. Depth to IimiUng factor In. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots, PD/ff In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 'Efffr2 b ' Effluent #1 SR > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent p2 = 6007 < 30 mg/L and TSS 30 VL 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. S 1) D• 1) 10 (It.W) • 3 Property Owner &'MCA W-t1cq er Parcel ID # Paya _ of Boring # ❑ Boring - ~Q g ✓ ' El Pit Ground surface elev. Depth to limiting factor In. f ~ Soil Ap Iication Rate Horizon Depth Dominant Color Redox DesoripU&n TBxtu' Structure Consistence BoundaryRoots GPD/ff In. Munsell Qu. Sz.~Qaol, : Or. Sz. Sh. 'Etf#1 'Eff#2 a~3 oyR. S; a s k fr t.w dF .w .b .U- 7-51 Rd 9 a -c 15airE~ f ; elv%' t yr M -fie bw- m-►C a Boring # ❑ Boring ❑ Pit Ground surface elev. h. Depth to limiting factor , in. Soi! tication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPO/ff in. Munsell Qu. Sz. Cont. Color FOr. Sz. Sh. 'Eff#1 'Ery#2 a Boring # ❑ Boring ❑ Pit Ground surface elev. M. Depth to limiting factor in. Soil licalion Rate Horizon Depth Dominant Color Redox DesMpUon Texture Structure Consistence Boundary Roots, Miff In. Munsell Qu. Sz. Cont. Color Or. Sz. Sh. 'Eft#1 'Etf#2 'Effluent #1 = BOD, > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = 60D, < 30 mg/L and TSS 30 mVL 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. S O D•1)10 (0..6A0) A- -IAO-M MAW-, ~ L -t N n e- 3p L~ O zP y ~ _ 4. 4 p rx a i r3 Ito , CID ~y 40P' •l`i ` ` 9) w - • rw t- ,r. A► U 2816 P 5 3 1 810108392 KATHLEEN H. WALSH State Bar of Wisconsin Form 2-2003 REGISTER OF DEEDS WARRANTY DEED ST. CROIX CO., WI RECEIVED FOR RECORD Document Number Document Name 07/19/2005 03:00P11 WARRANTY DEED EXW # THIS DEED, made between Cozy Homes. LLC REC FEE: 11.00 ("Grantor," whether one or more), TRANS FEE: 420.00 COPY FEE: and James L. Krueger and Jennifer L. Krueger, husband and wife GC FEE: PAGES: i ("Grantee," whether one or more). Recording Area Grantor, for a valuable consideration, conveys and warrants to Grantee the following described real estate, together with the rents, profits, fixtures and other appurtenant Name and Itetum Address interests, in St. Croix County, State of Wisconsin ("Property") (if more space is needed, please attach addendum): The SW 1/4 of the SW 1/4 of Section 34, Township 29 North, Range 15 West, St. Croix County, Wisconsin EXCEPT Certified Survey Map in Vol. 20, Page 5012. IA &-L@U 034-107830-000 Parcel Identification Number (PIN) This is not homestead property. (is) (is not) Exceptionsto arranties: Easements, restrictions and rights-of-way of record, if any. Dated (SEAL) Ct~ G'L G SEAL) * *Cozy owes, LLC (SEAL) (SEAL) s * AUTHENTICATION ACKNOWLEDGMENT Signature(s) authenticated on STATE OF l ) n ) ss. ~y COUNTY ) * TITLE: MEMBER STATE BAR OF WISCONSIN Personally came before me on (If not, et the above-named Cozv Homes. LLC .Q6~, authorized by Wis. Stat.. § 706, to me kno THIS INSTRUMENT DRAFTEDao~a Q ~SGOrs`~ instrument to be wl dg person(s) who executed the foregoing \v V v O Attorney Kristina Op-land J,~a6 Hudson. WI 54016 Notary Public, State to±i~ My Commission (is permanent) (expires: 12- (Signatures may be authenticated or acknowledged. Both are not necessary.) NOTE: THIS IS A STANDARD FORM. ANY MODIFICATIONS TO THIS FORM SHOULD BE CLEARLY IDENTIFIED. WARRANTY DEED ® 2003 STATE BAR OF WISCONSIN FORM NO. 2-2003 * Type name below signatures. INFO-PRO" Legal Fonns 800-855-2021 www.infoproforms.com Apr 01 10 11:54a WATERS EDGE CONSTRUCTION P'0 uesiu~~c~ w.,m:~ts'w Hv~d'ta.~ euv►a ax~mt~ reHVHrmna ~ ,zms~M'~wwr~+•vvw li~c ~7~1 ~1 ~ y , ~3R~ 'R7JOJSHaCi.JC'IDYVSK!'tf7DR+.'MirII(/53b ~ a a ~ 8 ~ fill ~3 z u1• P z is • 0 9 7 3. x nw i t ~ b JLX- SAFETY AND BUILDINGS DIVISION commerce.wi.gov Integrated Services Bureau INSPECTION REPORT Chippewa Falls, 54729 www. commerce.w .wi.govlsb sb i scons i n (715) 726-2544 Department of Commerce Date of Inspection: July 19, 2005 Plumber Name and Address: jCO Project Name: Kruegar p~ Legal Description: SW, SW, 34, 29, 15W 7 20®5 Use: Residential LAd8FeftcGi>(C;0Ur,, '0 UG Site Number: Subdivision: Proposed CSM Certified Soil Tester Name an - Municipality: Town of Springfield Donna JhStark, CST 2 OFFICE County: St. Croix 276 200 St Star Prairie WI 54026 Plan Transaction Number: Sanitary Permit Number: Owner Name and Address: James Kruegar Wastewater Flow: 450-600 gpd 874 220th St. Persons Present: D. Stark Somerset WI 54025 An onsite soils verification was conducted at the above referenced site as per district policy for all sites with less than four inches of unsaturated soil below the bottom of the A horizon. The intent of this investigation is to confirm initial observations by the certified soil tester (CST) relating to the presence or absence of redoximorphic were also reviewed features in the A horizon and/or subsoil. In-situ soil texture, structure, and consistence factors as they relate to wastewater application rates. Other site conditions such as percent and direction of slope, landscape position, land surface contour length, and surface water hydrology may also be noted and their effects are factors considered in the recommendations and conclusions portion of this report. A soil profile at 20 ft down slope of B-1 was described as follows: 00-04" 10YR 3/2 sil, 2f-mgr, mfr, cw. Site Slope: 6-7% 04-10 10YR 3/2 sil, 2m-csbk, mfr, as. 4/4 sil, 2mpl, mfr, as w/f2f 10YR 5/6 and 5/3 rmfs. 12-16" 10YR 4/6 sil, 1 msbk, dsh, w/ f3f 10YR 5/6 and 5/3 rmfs. If a mound system is designed to overcome limitations of a high level of seasonal soil saturation and slow permeability, the linear loading rate should not exceed 4.5 gpd/ft and the basal wastewater application rated should not exceed 0.2 gpd/ft2. The soil should be chisel plowed to at lest 14 inches to reorient any platy soil structure that might restrict vertical waste movement. The additional basal area will help prevent wastewater leakage at the mound toe: At least 26_30 inches of sand lift is recommended when applying septic tank effluent to the distribution cell of the mound to ensure proper treatment. The longest portion of the mound must be orientated along the contour. The mound shall be constructed to divert surface water around the mound structure as much as possible. In addition, an up slope drainage ditch should be considered if it is determined that surface or subsurface hydrology is improved by intercepting water and diverting it away from the mound site. If there are any questions regarding this report, please contact me. AX'0' /I - Leroy G. nsky, W ewater cialist cc: County ❑ Plumber Ljansky ommerce.state.wi.u E-mail ,g CST ❑ Owner 715/726-2544 Voice 715/726-2549 Fax ❑ Other RECEIVED 6 Wisconsin Department of C le ae.1 LUATION REPORT Page[- of Di%<ision of Safety and Buildings O iis. County s. Adm. Code 5 G R ► Attach complete site plan on paper n t Plan must include, but not limited to: vertical an edion and parcel I.D. t Percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all information. vie • / D 1at Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). C~/`~' V Property Owner Property Location -sal, e y-V e 4Lr Govt. Lot 50 1/4 5 L-A/4 S3 Y T- X9 N R S E (o W Pro egOwner's Mailing As Lot # Block # Subd. Name CSM# ('►-rh ~a ~4,)- City State Zip Code Phone Number ❑ City ❑ Village Town Nearest Road e.! T" Alm . +ta~+► :5 w ~ 015);M? - 3 9oA? S Pr * E; New Construction Use: ® Residential / Number of bedrooms- Code derived design flow rate _ y.SD GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material _n V. T I , Flood Plain elevation if applicable ft• General comments $u5565* Q- 5/ ,_I,4ly Curveg,• S~ a- ~r 98•t~I and recommendations: SI,S' ~ ioo r!~s~~s '►'he 9S.6a' c.v•+'foor~~ At p 11 1 Boring # F] Boring I ® Pit Ground surface elev. ~~•3~ ft. Depth to limiting factor 101 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 `Eff#2 ~ L o-I 10-fO a 5:L Atc (PK m v- IL a F -(o I -;)D 7, R S~ L f551~ wtF~ G -aB ~a07.51 R x°18 L aMs k F F~ Gam, t O F . S 5 Y7i5,jt~4 lit'Al r,1V lv- i 1 t r 1 Lo Boring # Boring j Pit Ground surface elev.Q ! Y*3u 7 ft. Depth to limiting factor / in. Soil 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 e-P ID-jP, L aF~~ ~n aw a F . L . L ►,n~b LC h~ r- Gw ~ 3-I5? 3 $-2.5 l.5 ky/ C '7,S°If -5 ~c.L r~5btL F; Gtv IVF y ;)`S-'11 -7, 6 YR.Y - ~ .5 4 k k- $L I w► s b k m F; G,-t. 2- 6 SIaL/ S -5 M L Effluent #1 = BOD > 30:5 220 mg/l- and TSS >30 < 150 mg/L ' Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L Name (Please Print) Signature CST Number cP317V4=v, Address' j r~ O, r 5 Date valuation Conducted Telephone Number -3s 95? caL. v-; e- Lo :7 q 5`leval~ Property Owner a-ohG~t'V e- A. r Parcel ID # Page of Boring # ❑ Boring pit Ground surface elev. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fP in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 'Eff#2 1~-a3 7.50-51a F I F I-S lP-14 5: t_ H5 tc (r Cw F & , g 3 3p ~.sYRy1y 6Qb7.5-I 61 Cw kv , b g _Wq5. 7,f> Y Ca t 1,5 yRlrl "e-4Vy jM u.. (hf . lv i ❑ Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 'Eff#2 F-1 Boring # ❑ pit Boring ❑ Ground surface elev. ft. Depth to limiting factor in. Soil lication 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 ` Effluent #1 = BODS > 30 < 220 mg/L and TSS >30 < 150 mg/L ` Effluent #2 = BOD, < 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. SBD-9330 (R.6100) j Ice • A Cr- S 6- ir - J c6 ~ ~ ~ ~ - nS cal to =o ~ a s v J ~ U. _ cis `i ` tj z 11 1 f P , . a 2 a V) Parcel 034-1078-30-025 04/01/2008 04:26 PM PAGE 1 OF 1 Alt. Parcel 34.29.15.522A-10 034 - TOWN OF SPRINGFIELD Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 07/01/2005 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner O - KRUEGER, JAMES L & JENNIFER L JAMES L & JENNIFER L KRUEGER 1156 132ND AVE NEW RICHMOND WI 54017 Districts: SC = School SP = Special Property Address(es): Primary Type Dist # Description SC 5586 SPRING VALLEY SP 0100 CHIP VALLEY VOTECH Legal Description: Acres: 0.000 Plat: N/A-NOT AVAILABLE SEC 34 T29N R1 5W 40A SW SW EXC CSM ,n Block/Condo Bldg: 20-5012 ~l! Tract(s): (Sec-Twn-Rng 401/4 1601/4) 34-29N-15W Notes: Parcel History: Date Doc # Vol/Page Type 07/19/2005 800832 2846/531 WD 04/12/2005 792049 2782/335 WD 11/20/2003 747050 2459/457 TI 05/30/1995 529518 1123/630 WD more... 2008 SUMMARY Bill Fair Market Value: Assessed with: 0 Valuations: Last Changed: 06/15/2007 Description Class Acres Land Improve Total State Reason UNDEVELOPED G5 35.000 54,250 0 54,250 NO Totals for 2008: General Property 35.000 54,250 0 54,250 Woodland 0.000 0 0 Totals for 2007: General Property 35.000 54,250 0 54,250 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 v U Z 8 N 6 P 5 31 XATHLEEN H. WALSH State Bar of Wisconsin Form 2-2003 REGISTER OF DEEDS WARRANTY DEED ST. CROIX GO., WI RECEIVED FOR RECORD Document Number Document Name 07/19/2005 03:001 WARRANTY DEED EXENK It THIS DEED, made between Cozy Homes. LLC REC FEE: 11.00 ("Grantor," whether one or more), TRANS FEE: 420.00 COPY FEE: and James L. Krueger and Jennifer L. Krueger, husband and wife CC FEE: PAGES: 1 ("Grantee," whether one or more). Recording Area Grantor, for a valuable consideration, conveys and warrants to Grantee the following described real estate, together with the rents, profits, fixtures and other appurtenant Name and Return Address interests, in St. Croix County, State of Wisconsin ("Property") (if more space is needed, please attach addendum): The SW 1/4 of the SW 1/4 of Section 34, Township 29 North, Range 15 West, St. Croix County, Wisconsin EXCEPT Certified Survey Map in Vol. 20, Page 5012. 034-1078-30-000 Parcel Identification Number (PIN) This is not homestead property. (is) (is not) Exceptions to warranties: Easements, restrictions and rights-of-way of record, if any. Dated (SEAL)Ct G'L G SEAL) * *Cozy omes, LLC (SEAL) (SEAL) * * AUTHENTICATION ACKNOWLEDGMENT Signature(s) authenticated on STATE OF ) ) ss. COUNTY ) TITLE: MEMBER STATE BAR OF WISCONSIN Personally came before me on (If not, tthe above-named Cozv Homes. LC authorized by Wis. Stat. § 706.6 ~b~~G a, y Q Ozto me lrno to be the person(s) who executed the foregoing e THIS INSTRUMENT DRAFTED' instrument a owledge ~ota ~~~sc Attorney Kristine Ogland S,,ke O Hudson. WI 54016 Notary Public, State _0"?i~ My Commission (is permanent) (expires: 12- (Signatures may be authenticated or acknowledged. Both are not necessary.) NOTE: THIS IS A STANDARD FORM. ANY MODIFICATIONS TO THIS FORM SHOULD BE CLEARLY IDENTIFIED. WARRANTY DEED ® 2003 STATE BAR OF WISCONSIN FORM NO. 2-2003 • Type name below signatures. INFO-PRO*" Legal Forms 800-655-2021 www.infoprotorms.com I 0 (A -0 0 G b't 2 ; 0 y1 1 O o y ~ cn O CD _ o w = 1 _ co N a 3 o N 10 Cjj -4 C-D N CL = N ` d O cr 0) c m I', O N Q 3 D o to OA uc, A 3 u7 C IW 3 N Z : A N !~i ~ ~ N N OD< f~D .'fl p p G n r- ca D C ° y ca ~y a c 0 :3 3 tr a N • 6; E o D a4 N ~O - mU C v V N °o o ` (D m w o cn = °m a pi Z I o O D D o d O = o a !~I CD w m = N Z N A + 1 N O = c A ZT n K N ~ ry N Q A Z 7 7 (A 0 j ~z a ~ I r O FF (A cn v A W N M d N < U) CL O p ` Q 7 v C Z f. °O OZ d Ul N Z O O N O O 0) = fi O fD r-//- H CUD) y A fD 7 7 (D n it N f<D CD b ' I N Oa p N I ~ I Q 0 p O (D pro W O 0 yQ 0 CD ° ti y I 799PJ93 VOL 20 PAGE 5012 KATHLTM H. IVwCmR-" - REGISTER OF DEEDS ST. CROIX CO., VI CERTf f= f ED S V RVEY MAP RECEIVED FOR RECORD 07/01/2005 08:30An LOCATED IN PART OF THE SW1/4 OF THE SW1/4 CERTIFIED SURVEY MAP OF SECTION 34, T29N, R7 5W, TOWN OF COREC PYFEEE: 3300 SPRINGFIELD, ST. CROIX COUNTY, WISCONSIN. PAGES: 2 W1/4 CORNER SECTION 34 PREPARED FOR SURVEYOR COZY HOMES. LLC EDWIN C FLANUM 3026 60TH AVENUE NORTHLAND SURVEYING, INC. z m WILSON, WI 54027 P.O. BOX 14 i I C ROBERTS, WI 54023 ~ m ~ PPP"'""" MI~G°PL~LQ`>~ir'GD (~LQGr]D~ A NORTH LINE OF THE SW1/4 OF THE SW1/4 --7 N8 °26' 5" 47 8s' 1/ z I 9. 389.31' 54 O z ' Il I~ Im Im IC oz x~ Cv~3 Hwy I28 ;co N N I z SHED LOT I N I a I 5.00 ACRES INC. R/W I np O I I c~ 217,802 SQ. FT. i I C to Q,) I ~ EXISTING DRIVEWAY _ _ rn I Q 4.65 ACRES EXC. R/VJ (o ~~p cn I a' HOUSE WELL 202,589 SQ. FT. O I p i3 0 2 O I Q m I m [SHE i Cori Cb SEPTIC VENTS 33' I 33' OvN M r k8.9 389.88' 889°26'15"W 418.85' LEGEND V STEEL SURVEY MARKER FOUND p 3/4" X 18' IRON REBAR SET WEIGHING 1.50 LBS. PER LINEAR FOOT if X X EXISTING FENCELINE . . . . • . • 100' BUILDING SETBACK LINE SW CORNER SECTION 34 SCALE IN FEET 1"= 100' THIS INSTRUMENT DRAFTED BY SAM ADAMS iia JOB NO. 05-41 DATE 5-6-05 SHEET 1 OF.2 SHEETS 100 0 100 Vol 20 Page 5012