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HomeMy WebLinkAbout022-1048-10-155 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: (ATTACH TO PERMIT) 561095 0 GENERAL INFORMATION 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: Kraft, Matthew Kinnickinnic Town of 022-1048-10-155 CST BM Elev: Insp. BM Ellev: BM Description: 3 fy\ It ,rte Section/Town/Range/Map No: D I ' 'v `~'TeA_1 17. 18.257B12 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER . ,~►•1 CAPACITY STATION BS HI FS ELEV. Septic z n a Benchmark 6 75,31 ~ dam Dosing a y g~ Alt. BM 61, D 9?41 •19(e 4watttr Bldg. Sewer 1.3 CF/' 9 Holding / .P St/Ht Inlet g/' b TANK SETBACK INFORMATION St/Ht Outlet TANK TOP/ WELL BLDG. Et to it Intake ROAD Dt Inlet Septic -5/ Dt Bottom 76 3.7 7-/ 7. $ 7. S Dosing } 5.6 3 Z / 3 Header/Man. f • ~ 3 Aeration Dist. Pipe Z ~3•3l i Holding Bot. System Z• 7 92 . Final Grade PUMP/SIPHON INFORMATION d .cT ~1y 3 .T Manufacturer Demand St Cover GPM Y`; t 1.~ C v~-- • r 74' Model Number• TDH Lift 71 . AF 41 /6 Frict6 Lo System Head,5.5 , 7E Forcemain Leng~t DDist. to Well SOIL ABSORPTION SYSTEM BEDITRENCH Width Length No. Of renc PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS ~Q 6 ~e SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer: INFORMATION Type Of stem: CHAMBER OR s~ ~d UNIT Model Number: TT ~ /7 GI I DISTRIBUTION SYSTEM /on ~j x Hole Size x Hole Spacing V qIntak Header/Manifold Pipe (s) Length v,VDia / Length Dia Z15 Spacing 133 ✓ 3Z ~ . ~O SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only t. Depth Over Depth Over xx Depth of xx Seeded/S ded xx Mulch d Bed/Trench Center I Bed/Trench Edges Topsoil ) R-' c s ® No No 74 COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: / )'71 Inspection #2: Location: 383 N Liberty Rd River Falls, WI 54022 (NE 1/4 NE 1/4 17 T28N R18/W) NA Lot 1 I~Cds~ Parcel No: 1 2 18.257612 1.) Alt BM Description = ' " i 6j4Ab U~ e l6 2.) Bldg sewer length - amount of cover oe- Plan revision Required? ❑ Yes ;~No 1 1- (3 1 Use other side for additional information. 1 J SBD-6710 (R.3/97) Date Insepctor's Sign Lure Cert. No. Mai 08 13 11:37p Hollister's Soil Testing 715-426-1775 p.2 Plot P&w far Site and Soil Evaluation Page 5l of f Property Owner /i/V: T 1"=40ft Legal Descr°alatroa Lori g ~ t/~i, or-- ( epr where >~oted) t{~: N 117', TZ8n1, 'K S2tn3~ `€DInln) ~F fCSnia4!Ci~WA1f~_, GFIOI % C4 Gtr,!-r';l , r~It8C~A3-`--%tn1 , ~£¢'oF;-T' on z M4 a ~ yD0 r 14. 1,3 Vol ~Ar S' rD ~ '!r flat ,S`he Loca on .r 7~vAr rF! .Lf . t~~ `T County e~• Safety and Buildings Division Lc2<) 201 W. Washington Ave., P.O. BOX 7162 Sanitary Permit Number (to be filled in by Co.) S P K Madison, WI 53707-72 >o ~ ~ C OsiONx~ State Transaction Number it ermit Application N 0 Z Z 1 z1 3 In accordance with SPS 381 fission of this form to the aPpr4pate gov unit submission is. Adm. Code, is required prior to obtaining a sanitary permit. Note: Application forms for state-owned PO are su d to roject Address (if different an mailing address ti the Department of Safety and Professional Servies. Personal information you provide may b joor secondary purposes in accordance with the Privacy Law, s. 15.04(1 m , Stats. 2 A ~j 1~ 1 iD , f t~ A ID I. Application Information - Please Print All Information Parcel # Property Owner's N e ~L L f= ) z Z- o I U -/D Prope wner's Mailing Address Property Location 609 (Z~4 ND>~~ Govt. Lot CIuJG City, State Zip Code Phone Number 14J& y,, A16 Section J-7- D O ! ~V [ crrcle on ,nv' ✓ 6 Ol~ T II. Type of Building (check all that apply) Lot # ~~-~~ff~~CCN; R E Subdivision Name 1 or 2 Family Dwelling - Number of Bedrooms ctS ~etrs2. ❑ Public/Commercial -Describe Use Block # ❑ City of CSM Number El Village of ❑ State Owned -Describe Use Town of ll,1 tiAI t e IV(W lCt-r, Z~9 v III. Type of Permit: (Check o ly one boa on line A. Complete line B if applicable) A. )tNew System ❑ Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System (explain) List Previous Permit Number and Date Issued B. El Permit Renewal ❑-Permit Revision El Change of Plumber ❑ Permit Transfer to New / Before Expiration Owner IV. Type of POWTS S stem/Com onent/Device: Check all that apply) J ❑ Non-Pressurized In-Ground ❑ Pressurized In-Ground ❑ At-Grade *X Mound > 24 in. of suitable soil ❑ Mound < 24 in. of suitable soil ❑ Holding Tank ❑ er Dispersal Component (explain) ❑ Pretreatment Device (explain) ` V. Dis ersal/Tre tment Area Information: 0) Design Flow (gpd) Design Soil Application Rate(gpds Dispersal Area Required Dispersal Area Proposed System Elevation 16 Z VI. Tank Info Capacity in otal # of Manufacturer Gallons Gallons Units New Tanks Existing Tanks d i,. c7 a litJ ld~ .SZS :1. U vZ V co Septic or Holding Tank 7 D E' Dosing Chamber VII. Responsibility Statement- I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumb 's Name (Print) Plumber's Signature MPR&" Number Business Phone Number D 46~,404/ zz~ 51111111"9 /S=z73--~eX Plumber' Address (Street, City, State, Zip Code) 4t! L CAJ e-; ^L,4 l d l VIII. Court /De artment Use Onl Perot Fee Date sued Issuing ent Signatur proved ❑ D' 'I--- eason for Denial $ 25 ' G 1 3 t 'r IX. Condig@WsrV#Reasons for Disapproval l t S Ji A,/ 1'; Se c tank, effluent finer and 3) Co&A I/ dispersal cellmust all be.servlces 1 riairitahted ~S as.per management plan provided by plumbs[. 3. All sa#Ack requtrements.must bs Enauntai ss per epplicabls code f ordiinarices. Attach to complete plans for the system and submit to the County only on paper not less than 8 in x 11 inches in size SBD-6398 (R. 11/11) rARTasFVT DIVISION OF INDUSTRY SERVICES yti o1P i V 3824 N CREEKSIDE LA f j HOLMEN WI 54636 3 ®S Contact Through Relay R S www.dsps.wi.gov/sb/ www.wisconsin.gov r Ado SSIONScott Walker, Governor Dave Ross, Secretary I May 13, 2013 CUST ID No. 224832 ATTN: POWTS Inspector MARY JO HUPPERT ZONING OFFICE HOLLISTERS SOIL TESTING & DESIGN ST CROIX COUNTY SPIA W9875 690TH AVE 1101 CARMICHAEL RD RIVER FALLS WI 54022 HUDSON WI 54016 I CONDITIONAL APPROVAL, 1 PLAN APPROVAL EXPIRES: 05/13/2015 SITE: Matt & Michelle Kraft Identification Numbers Road Transaction ID No. 2243417 N Liberty Town of Kinnickinnic Site ID No. 790501 St Croix County Please refer to both identification numbers, NE 1/4, NE 1/4, S17, T2 8N, R18W above, in all correspondence with the agency. FOR: Description: Four Bedroom Mound System / 10% slope Object Type: POWTS Component Manual Regulated Object ID No.: 1426610 Maintenance required; 600 GPD Flow rate; 30 in Soil minimum depth to limiting factor from original grade System(s): Mound Component Manual - Ver. 2.0, SBD -10691-P (N.01/01, R. 10/12), Pressure Distribution Component Manual - Ver. 2.0, SBD-10706-P (N.01/01, R. 10/12), Effluent Filter 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. CONDITI The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code APPR requirements. DEPT OF $ No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s. 145.06PROFESSION stats. DMSION OR INDU Reminders: • A sanitary permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.135 and 145.19, Wis. Stats. SEE CORRE • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats. • A state approved effluent filter is required. Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the filter is required. Access to the filter for cleaning must be provided per SPS 384 product approval conditions. • The area within 15' downslope of the dispersal cell shall remain undisturbed. Vehicular traffic, excavation or soil compaction in this area is prohibited. • 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. MARY JO HUPPERT Page 2 5/13/2013 Owner Responsibilities: • The current owner, and each subsequent owner, shall receive a copy of this letter including instructions relating to proper use and maintenance of the system. • Owners shall receive a copy of the appropriate operation and maintenance manual and/or owner's manual for the POWTS described in this approval. • The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. SPS 383.54(1). • The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. • 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. The following conditions shall be met during construction or installation and prior to occupancy or use: In granting this approval the Division of Industry Services 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 • This Amount Will Be Invoiced. Gerard M Swim When You Receive That Invoice, POWTS Plan Reviewer, Integrated Services Please Include a Copy With Your (608)789-7892, Mon - Fri, 7:15 am - 4:00 pm Payment Submittal. jerry.swim@wisconsin.gov WSMART code: 7633 Note: Effective January 1, 2012, all codes under the jurisdiction of the Division of Industry Services (formerly Safety & Buildings) will be modified. Code references with prefixes starting with "Comm" have been replaced with "SPS" to recognize the relocation of the Division of Industry Services from the former Department of Commerce to % Department Department of Safety & Professional Services. Additionally, all IS (formerly S&B) codes have been renumbered addressed in a "300" series. For future reference, the Wisconsin Commercial Building Code will be addressed by--SP Chapters 360-366. I MARY JO =PERT Page 2 5/13/2013 Owner Responsibilities: • The current owner, and each subsequent owner, shall receive a copy of this letter including instructions relating to proper use and maintenance of the system. • Owners shall receive a copy of the appropriate operation and maintenance manual and/or owner's manual for the POWTS described in this approval. • The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. SPS 383.54(1). • The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. • 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. The following conditions shall be met during construction or installation and prior to occupancy or use: In granting this approval the Division of Industry Services 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 This Amount Will Be Invoiced. Gerard M Swim When You Receive That Invoice, POWTS Plan Reviewer, Integrated Services Please Include a Copy With Your (608)789-7892, Mon - Fri, 7:15 am - 4:00 pm Payment Submittal. jeny.swim@wisconsin.gov WiSMART code: 7633 Note: Effective January 1, 2012, all codes under the jurisdiction of the Division of Industry Services (formerly Safety & Buildings) will be modified. Code references with prefixes starting with "Comm" have been replaced with "SPS" to recognize the relocation of the Division of Industry Services from the former Department of Commerce to r the Department of Safety & Professional Services. Additionally, all IS (formerly S&B) codes have been renumbered e' all addressed in a "300" series. For future reference, the Wisconsin Commercial Building Code will be addressed 4 , by'S SIChapters 360-366. ,r L 7 MOUND AND PRESSURE DISTRIBUTION COMPONENT DESftctwV Residential Application E~ INDEX AND TITLE PAGE kA Y _ 2 2413 I API Project Name: MATT & MICHELLE KRAFT v~cc Owner's Name: (SAME) Ownees Address. 608 Grange Road Hudson, WI 54016 Legal De scxipdon: Lot 1, CSM 22-5299, NEi/4 of Ow NEI/4, S17, T27N, R18W Township: Kinnicki nic County: SL Croix Subftision Name: 14A Lot Number: 1 Block Number. NA Parcel I.D. Number: 022 -1048 -10 -155 01VAD LY Plan Transaction No.: iL 37-YAND Page 2 In xx and title STj~YS /cc's Page 41 entry VICE'S ~ ~ ! X99 Page 3 Mound drawvings Page 4 Lateral and dose tank Page 5 System maintenance specifications Paae 6 Management and contingency Dian 0 N y CE ae ? Fs*np t rv€~ and specifications Pau Daoe 8 Plat clan 4t_f_ni4nd t" o ntrgnnaTi 11 ,n_I_i for (')V ! yQrs?r3(? a:: Vit4i'e SSWNIP Public-afion 9.6 Desinn of Pressure Distribubon Networks for ST-SAS (()I i8l) and PPasci:ra N;zfrihs,tinn rnrnnnnant Manual Ver. 2.0 SBD-10746-P (N. 01101) P::kn= 1 of R Y C. Mound and Pressure Distribution Component Design Design Worksheet Site Information (R or C) R Residential or Commercial Design Note: Sand fill (D) calculations assume a 400.00 Estimated Wastewater Flow (gpd) Table 383-44-3 in-situ soil treatment for 1.50 Peaking Factor (e.g. 1.5 = 150%) fecal coliform of - 36 inches. 600.00 Design Flow (gpd) 10.00 Site Slope 91.90 Contour Line Elevation (ft) M 30.00 Depth to Limiting Factor (in) i 0.60 In-situ Soil Application Rate (gpd/ft) Distribution Cell Information 60.00 Dispersal Cell Length Along Contour (ft) = 10.00 Cell Width (ft) _ 1.00 Dispersal Cell Design Loading Rate (gpd/ft2) influent Wastewater Quality (1 or 2) Are the laterals the highest oint in the distribution , Y Pressure Disribution Information network? Enter Y or N (C or E) a Center or End Manifold 3.33 Lateral Spacing (ft) If N above, enter the elevation ft 3 Number of Laterals of the highest point. 0.156 Orifice Diameter (in) _ 3.50 Estimated Orifice Spacing (ft) = 11.76 ft2/orifice 2.00 Forcemain Diameter (in) 20.00 Forcemain Length (ft) Does the forcemain drain back? [ Y L 86.00 Pump Tank Elevation (ft) Enter Y or N 4.55 System Head (ft) x 1.3 3.26 Forcemain Drainback (gal) 5.99 Vertical Lift (ft) 55.97 5x Void Volume (gal) _ 0.33 Friction Loss (ft) 59.23 Minimum Dose Volume (gal) 0.00 In-line Filter Loss (ft) 27.46 System Demand (gpm) _ 10.87 Total Dynamic Head (ft) Lateral Diameter Selection Manifold Diameter Selection in. dia. options choice_ in. dia. options-- choice 0.75 _ 1.25 x x 1.00 1.50 x 1.25 x ` X2.00 1.50 x 3.00 2.00 x S 3.00 x Gallons/Inch Calculator (optional) Treatment Tank Information i Total Tank Capacity (gal) 1200.001 Sufic Tank Capacity (gal) Total Working Liquid Depth (in) Wieser ]Manufacturer gal/in (enter result in cell B49) Dose Tank Information Effluent Filter Information 800.00 Dose Tank Capacity (gal) lPo~rLok Filter Manufacturer F 22.241 Dose Tank Volume (gal/in) 525 Filter Model Number ,Weiser r _Manufacturer Project: MATT & MICHELLE KRAFT Page 2 of 8 Mound Plan and Cross Section Views 1 1/106 : J Observation Pipe . rK , r.r•P•r•r•:•r•. r.r•r•. r•; •;•r.r•P r.... •r-P •:.f•r•P•r : : : : f r r • 1.1.1.•.•1.1.1 1 1.1 1.1.1.1.1.1•• 1.1.1•'.•1.1•'.•1•' •1•' '..1.'.•1.1.1.1:1: L: • L%•.•'.•L. r•r•r.r.r.r•.••.•.:.:.:~~r•r•?.r.r•r.P.P.r:: •r:•r•P•r•r•:•r•r• :•r•r•: . 1•L.L.~ti••.•1.1.1.1.1.1.1.1.•..'J ~j x'.•1.1 1.•..1.1.1.1•'.•1.1.1.1.1.1.1.1.1.1 ti•1.1•'.• A f•P.r.r• r•r•r•r•r•r•r.r.r.r•r :•r•?•r•r-:-r•r.: •r•r.r•r•r•:•:•r•:. r•r•r•: • 1.•..1.1.1. 1.1.1.1.1.1.•..1.1.1.1. 1.1.1 1.1.1.1.1.1.•..1.1.1.1.1.1.1.•..1.1 L•L•1.1.1• r.r.:.:•:•:•:•r.r.d.r.:.r•:.Nr•:•:•:•r•r•?•r.f.r•:•:•:+:•f•r•:•:•r•:•r•r.f•r•r r•r•:•:•r • 1.1.1.1.1.1.1.1.1.1.1....1.•..1.1.1.1.1.1.1.•° 1.1.1.1.•..1.1.1.1.1.1.1.1.1.1.1.1.1.1.1•-.•1.1. W 1.....:: ::::::::..............I.'...:.: B T . I .•.••F•i..•...•.•.•...•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•••••••• L Mound Component Dimensions ft A 10.00 ft E 18.00 in H 1.00 ft K fffift B 80.00 ft F 9.25 in z 11.88 ft L ft D g6.00 in G 0.50 ft J 4.09 ft W 600.00 (ftz) Dispersal Cell Area 1312.50 (ftz) Basal Area Available 10.00 (gpd/ft) Linear Loading Rate 6.00 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 94.17 (ft) ♦ H G j T F Dispersal Cell 92.90 (ft) Lateral 92.40 ft Invert Dispersal Cell . . Elevation D: 4 4 1 91.90 (ft) Contour Elevation 10.0 % Site Slope Geotextile Fabric Cover o Shading al Cell See lateral details on ~ Key Dispers m 1 soil Ca Q" 1.5 ft ?•r•r.r•r•r.?•r•{r.r.r•:•r•r Page 4 for number, size, Topsoil P o 1~ 1.1.1.1.•..1 1.1 1.L°1.1.1° rrrrff. C ?.r r.r.r•r•r•r•r r•r•r•r•r• ti 1 ti 1 1 1.1.1.1: Subsoil Cap Zo and spacing of laterals. 1.'t.1.1 ti•1 111 1 1 Laterals are equally to N : r.r•r r. }.}:r. }.;.$'tr ASTM C33 Sand t'L•1.1•b 1• L•1.1••..1.1.1•L,ti. r•:•r•r, r. r_r r. r. r_r, r_r. r•f• : :.1.5-• ~ x'1.1• 5 1r''r: ,rtir•; f; F spaced from the Tilled Layer C m 0.5 ft Typical Lateral 9) 1.1.1.1 1.1••.•1KK• 1.1.1 distribution cell's ® r•r•.••r.r•r•r•r•r•:.::r.r,r. : P•rYY .a 1.1.1.1.1.1.1.1.1 1.1.1.1.1•'• Aggregate o r•r•r•:•:•r•r•r•a•r•r•r•r•r. r Centerline in the v 1.1.1.1.1••.-1••.•11.1.1.1.1.1 © {•1.1.1• .r•r•r•r•r•r•:•:.r•r•r-: •P•r•r•r•f A - distribution cell (AxB). Project: MATT & MICHELLE KRAFT Page 3 of 8 r r End Connection Lateral Layout Diagram Cent*tthetalwalsoaertheA&Sdinwasian 41- TurarupvAballvalworal+ancutplue W- FFe.roo ft are identical x -31 1-loMes dYiNed or" the bottom of the Matera l equally spaced) Lakerols 8 iorctrnaln Sch 40 PVC per' SPS Table 364-3U- aain connectio n via tee or aross to ma~rd/old as any point. Number of Laterals 3 Orifice Diameter 0.156 in Lateral Diameter 1.25 in Orifice Spacing (X) 3.66 ft Lateral Length (P) 58.56 ft Orifices per Lateral 17 Lateral Spacing (S) 3.33 ft Orifice Density 11.76 W/orifice Lateral Flow Rate 9.15 gpm Manifold Length 6.67 ft System Flow Rate 27.46 gpm Manifold Diameter 1.25 in Total Dynamic Head 10.87 ft Forcemain Velocity 2.80 fUsec Dose Tank Information Locking cover with warning label and locking device and sealed watertight Electrical as per NEC 300 and ~ SPS 316.300 WAC Disconnect 4 in. min. min. _ E-- Altemateoutlet Tank component is properly vented location Forcemain diameter Weiser Manufacturer 2 in. Ca aci 800.00 Gallons T Volume 22.24 gal/inch A Weep hole or anti- Dimension Inches Gallons B siphon device A 20741 453.87 C B 2.00 44.48 Pump off elevation (ft) C 2.66 59.23 86.91 D _10.90 242.42 D Total 35.97 800.00 Dose tank elevation (ft) Bedding under tank. 86.00 Alarm Manuafacturer Tank Alert Note: Switches Alarm Model Number AB containing mercury may not be used in Pump Manufacturer Gould_ this system. Pump Model Number PE31 Pump Must Deliver 27.46 gpm at 10.87 ft TDH Project: MATT 8l MICHELLE KRAFT Page 4 of 8 Mound System Maintenance and Operation Specifications _ Service Provider's Name _ Darr ell's Septic Service Phone 715-425-1025 POWTS. Regulator's. N ne- St. Croix. Countt Zoning Phone 715-386-4681) System Flow and Load Parameters Design Flow - Peak 600 gpd Maximum Influent Particle Size 1/8 in Estimated Flow - Average 400 gpd Maximum BOD5 220 mg/L Septic Tank Capacity 1200 gat Maximum TSS 150 mg/L Soil Absorption Component Size 600 ft2 Maximum FOG 30 mg/L Type of Wastewater Domestic Maximum Fecal Coliform >10E4 cfu/100 mL Service Frequency i Septic and Pump Tank inspect and/or service once every 3 ears Effluent Filter Should inspect and clean at least once eve 3 ears Pump and Controls Test once eve 3 ears Alarm Should test monthly Pressure System Laterals should be flushed and pressure tested eve 1.5 ears Mound Inspect forponding and seepage once every 3 ears Other Miscellaneous Construction and Materials Standards 1. Observation pipes are slotted and materials conform to Table SPS 384.30-1, have a watertight cap, and are secured in as shown in the mound component manual. 2. Dispersal cell aggregate conforms to SPS 384.30 (6)(i), Wis. Adm_ Code. 3. All gravity and pressure piping materials conform to the requirements in SPS 384, Wis. Adm. Code. 4. Tillage of the basal area is accomplished with a mold board or chisel plow. 5. The mound structure and other disturbed areas will be seeded and mulched to prevent soil erosion and help reduce frost penetration. Lateral Turn-up Detail Finished Grade 6-8" Diameter Lawn Threaded Cleanout Sprinkler Valve Box Plug or Ball Valve Distribution Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Project: MATT & MICHELLE KRAFT Page 5 of 8 Mound System Management Plan Pursuant to SPS 383.54, Wis. Adm. Code General This system shall be operated in accordance with SPS 382-84 Wis. Adm. Code, and shall maintained in accordance with its' component manuals [SBD-10691-P (N.01/01), SSWMP Publication 9.6 (01/81), and Pressure Distribution Component Manual Ver. 2.0 SBD-10706-P (N. 01/01)] and local or state rules pertaining to system maintenance and maintenance reporting. No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death. Septic and pump tank abandonment shall be in accordance with SPS 383.33, Wis. Adm. Code when the tanks are no longer used as POWTS components. Septic or pump tank manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, detective, or subject to failure must be replaced. Exposed access openings greater than 8-inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component. Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Stats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code. The operating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet filter shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the filter when removed from its enclosure. If the fitter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 113 the liquid volume of the tank. If the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. The addition of biological or chemical additives to enhance septic tank performance is generally not required. However, N such products are used they shall be approved for septic tank use by the Department of Commerce. Puma Tank The pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shall be tested to verify proper operation. If an effluent filter is installed within the tank it shall be inspected and serviced as necessary. Mound and Pressure Distribution System No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mound shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for vegetative maintenance) on the mound is not recommended since soil compaction may hinder aeration of the infiltrative surface within the mound and snow compaction in the winter will promote frost penetration. Cold weather installations (October-February) dictate that the mound be heavily mulched as protection from freezing. Influent quality into the mound system may not exceed 220 mg/L BODS, 150 mg/L TSS, and 30 mg/L FOG for septic tank effluent or 30 mg/L BOD5, 30 mg/L TSS, 10 mg/L FOG, and 104 cfu/100 mL for highly treated effluent. Influent flow may not exceed maximum design flow specified in the permit for this installation. The pressure distribution system is provided with a flushing point at the end of each lateral, and it is recommended that each lateral be flushed of accumulated solids at least once every 18 months. When a pressure test is performed it should be compared to the initial test when the system was installed to determine if orifice clogging has occurred and if orifice cleaning is required to maintain equal distribution within the dispersal cell Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner, and any levels above 6 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. Contingency Plan If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in proper operating condition. If the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective component(s) shall be immediately repaired or replaced with a component of the same or equal performance. If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface, it will be repaired or replaced in its' present location by increasing basal area if toe leakage occurs or by removing biologically clogged absorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. See Page 5 of this plan for the name and telephone number of your local POWTS regulator and service provider. Pretreatment Units The information and schedule of mananagement and maintenance for pretreatment devices such as aerobic treatment units or disinfection units are attached as separate documents and are considered part of the overall management plan for this system. Project: 1 I Jkrr~ /w Page 6 of 8 . GOULDS PUMPS Submersible Effluent Pump mc)DEL PE MGM FEI ►1< M NCO"Vsim "W=. wr Single Ome amstlucftL - ternpoa>1re:104•F (Q0Q - 6D Meth ■ Cast Iron body. rnwftun►, continuous when - 115 and 230 vdts / nxrmoplask anpdw and submerged. • a in dpi oaload pro- Cove. 1w,..~,, - Soils harndli ng. rho teCft wM a ANnadc reset ■ tipper Sleeve andla maxi Kan 4111M • Class 8 insulation. heavy duty hall boning - Automatic modeb kKWe a • 061W design. constmetion. APPUCAI'l019S float switch. • %strwo carbon steel ■ Speddy designed for the • Manual models avabble, Nritrlcated fio Mewing uses. • Pumping ra"r see PE31 motor: serunae Bfe. . draft or curve. • 33 HP, 3000 RPM ■ Peered for continuos • EfflumOusing System Pn! pipe System '~Aum capadry: 53 GPM ' Stad pole desip ro =are widwn the • Basemen Draining • Mawmumm ham: 2S' TDH PE41 Motor. ■ Qukk ~ the motor. lnh, Heaw Duty ewate*V sump/ S MM41 PuW. atdaxun 61 GPM - 1 S ~ 23400 30 ~ tad, 20' WrAwd pmw - D • Maximum head, 29' 7DH • PSC desIgn ill duty 1613 S11W wldu PE51 pow PE91 Motor. 115 or 730 vok grottnckng Maximum cap%*. 70 GPM - -50 HP, 3400 M ■ C fete unit is heavy duty, Maximum heat!: 37 TDH - 115and230vol portable and ootnpad M!:fENS FEET - PSC des4n ■ MEdlan" Sit Is tarb0!'I; 40 wamic BUM and shiftless 35 ~ Y -t AQ -so ii r $1 Sie~ {as~ner5. 29 -1- 10, 2 CPM 1- r' AGEN[Y LSTU M 30 ! -F---' 1 Fr ' 25 • '~~__n_._..r_._-,~: ~ mil' ~ Cp us 21 d 70 {_-7 - 1 1'f to UL 738 and S !:TEI 22.2 £10_ .,;dad 7-4- ;NJI 97 ir4 10 .._,.._r-,~. • ---~....f- '-->--+-r-• --jam -..-L.6-a-.1_. r..~ i 1 -A I 0 10 20 30 40 50 60 70 GPM 80 ' 0 5 iz- 10 is MA/h May 08 13 11:37p Hollister's Soil Testing 715-426-1775 p.2 J f Plot Elan fo~° Site and ~S'oil Evatuaction Page 5 of Property Owner K ti € f ' ` Legal Description Lou cW V/ a, = ( exce where ~a~ ted~ N S fT - Z9A, R12 We -TOIA)A) KrlV6~lE~~:1rJAIf~-, pit C KOtI Cn u n1T'-!,~ ~~)~SCOPJ~~ nl ~ hr~vT;T ; forth K7z. I a4 I ti ~G It% ~ ~ ~ tam S,' . n~. L., t~~,~rrr f• ~ aF~ ~ .g,~6 - ~D ~6CH. 4D FD~dI R 1 N( love ys - J"'r 6 1 jot Site Loca don: "4 ~ovk ,,f --L x V 1'T t%~~ Qun-rLUMDJAvu ~ 001/~~01 ST. CROIR COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer Mailing Address x'14 111vE4 Sf R a,, s w= yo~3 L Property Address 3b3 ,Al_ L; 4~'f ('Verification required from PlW=ng & Zoning Department for trove coustrwai City/State 12;.~.,< tNil, w~ parcel Identification Number 0 z z lQ I,FG~i., nE C O Property Location _NC. ',/4, € Y4 ,Sec. Imo, T 2t R I ej_W, Town of 141cY, W iC Subdivision Lot # . Certified Survey Map # Volume o~oC Page # Warranty Deed # Spec house yes no Lot lines identifiable (a no SYSTEM AINTENANCE AND OWNEi~ CE A,TIQN improper use and maintenance of your septic system could result in its premature failure to handl wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed, by a licensed p raper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. O or maintenance responsibilities are specified in §Cornm. 83.32(1) and in Chapter 12 - St. Croix County Sanitary- Ordinance The property owner agrees to submit to St. Croix: County Planning & Zoning Departtent a card ' ation fornt, signed by the owner acid by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying & t (1) the on-site wastewater disposal system is in proper operating condition and/or (2) after impeerion and pumping (if nee ssary), the septic tank is less than 1/3 full of sludge. I/we, the undersigned have read the above requirements and agree to rrWatain the private sewage isposal system with the standards set forth, herein, as set by the. Department of Commerce and the Department of Natwal Resource , State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. oix County Planning & Zoning Department within 30 days of time three year expiration date. Uwe certify that all statements nn this form ar true to the best of mylour knowledge. I/we amiare he owner(s) of the property described above, by virtue of a warranty doe recorded uu .kegister of Deeds Office. Number of bedrooms Izy- l!3 OF APPLICANT(S) DATE ***Any information that is misrepresented may result in the sanitary permit being revoked by the Planuing Zoning Department. Include with this application a recorded warranty deed from the Register of Deeds Office and a copy of the rtiihed survey map if reference is made in the warranty deed. (RE'V'. 08;05) i II II IIIIIIIIIIilll~lillllil 111 8128133 Tx: 4103162 STATE BAR OF WISCONSIN FORM I - 2000 972349 WARRANTY DEED BETH PABST Document Number REGISTER OF DEEDS THIS DEED, made between Myron Iszler and Nova Iszler, husband and ST. CROIX CO., WI wife, Grantor, and Matthew J. Kraft and Michelle A. Kraft, husband and 01/3012013 EXEMPT#• 4:000 PM wife, Grantee. REC FEE: 30.00 TRANS FEE: 210.00 Grantor, for a valuable consideration, conveys to Grantee the following PAGES: 2 described real estate in St. Croix County, State of Wisconsin (the "Property"): SEE ATTACHED EXHIBIT A Recording Area Name and Return Address: Title One File #19051 Together with all appurtenant rights, title and interests. 022-1048-10-155 & 022-1048-10-165 Parcel Identification Number (PIN) This is not homestead property. Grantor warrants that the title to the Property is good, indefeasible in fee simple and free and clear of encumbrances except Roadways, Easements and Restrictions of Record Dated this 29th day of January, 2013. * Myron Isz?er * N va Iszler * * AUTHENTICATION ACKNOWLEDGMENT Signature(s) STATE OF WISCONSIN ) ST CROIX COUNTY. ) ss. authenticated this 29th day of January, 2013 Personally came before me this 29th day of January, 2013 the above named Myron Iszler and Nova Iszler, husband and * wife to me kno - to be the pers s) who executed the TITLE: MEMBER STATE BAR OF WISCONSIN fore o ' strume and a owledg the same. (If not, !fir authorized by § 706.06, Wis. Stats.) * vel n M er THIS INSTRUMENT WAS DRAFTED BY Notary Public, State of Wisconsin commission is permanent. (If not, state expiration date: ,<%/1 1 /2016 ) Michael H Forecki, Attorney (Signatures may be authenticated or acknowledged. Bot gGD 'Names of persons signing in any capacity must be typed or !ined Lbe lgnature 1 of 2 WARRANTY DEED STATE BAR OF WISCONSIN FORM No. 1-2000 File No.: 19051 EXHIBIT A Lot 1 and Outlot 1 of Certified Survey Map recorded in Volume 22 on page 5299 as Document No. 837601 being part of the Northeast Quarter of the Northeast Quarter (NE of NE '/44 rection 17, Township 28 North, Range 18 West, Town of Kinnickinnic. Tax ID 022-1048-10-155 2 of 2 0~3r~®13 Wisconsin Department of Commerce, ~,1 SOIL EVALUATION REPORT Page 1 of 2 Division of Safety and Buildings p0N ti"AI nce with Comm 85, Wis. Adm. Code ~ County ST. CROIX Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel .D. 022-1048-10-155 percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all information. Rev ed Y=t' Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m))./~/ Property Owner Property Location MATT & MICHELLE KRAFT Govt. Lot NE 1/4 NE //4 S 17 T 28 N R 18 ©r)❑W Property Owner's Mailing Address Lot # Block # Subd. N me or CSM# 608 Grange Road 1 V22,P5299 City State Zip Code Phone Number ity []Vllage ■ Town Nearest Road Hudson, WI 54016 ( 715 ) 381 - 1890 N. Liberty Road E] New Construction Usee Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement 0 Public or commercial - Describe: Parent material loess over glacial till Flood Plain elevation if applicable l ft. General comments Additional pit required to move system to the SW due to location of dwelling. Original test completed 09-05-03. and recommendations: Approved by rntgEen, Zoning Technician. /(Jd ~ i h'eneQ bore n Mound System 0.50 ft. sand fill --loading rate 0.6 FT] Boring # El Boring Q Pit Ground surface elev. 88.11 ft. Depth to limiting factor 30 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 1 0-12 7.5YR2.5/1 - sil 2fa&sbk mvfr as 2vf-m 0.6 0.8 2 12-20 10YR3/6 - sicl 2fabk mfr cs lvf--m 0.4 0.6 3 20-30 10YR4/6 c 2fabk mfi 0.2 0.3 I Boring # Boring ❑ © Pit Ground surface elev. ft. 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 * Effluent #1 = BOD > 30:E 220 mg/L and TSS >30:5 150 mg/L * Effluent #2 = BOD < 30 mg/L and TSS 30 mg/L CST Name (Please Print) Si na re , CST Number Ma Jo Hu ert Hollister's Soil Testing & Desi 224832 gn) Address Date Eval atlon Conducted Telephone Number W9875 690th Avenue, River Falls, WI 54022 04 - 26 - 13 (715) 426 - 1775 nnr n~~n in n+inm plot Flan for Site and Soil Evaluation Page Aof 3 Property Owner q-Ar~J ~i---------~ i4oft Legal Description Lx r om .7- z r- - sQag. A)& 1/4 ot (except where noted a = ~ pit- TfirR W` 1-1_ S1? TZ9 04_Rt4 W 'DOD) OF KINDICK,4JARC c prrs r-R,6AI PR.E IOL S GKDt CA ikMl-k( W►.S('O/e)-SVJ I /RCPO:RT North a D4706eI> O~ y~~f X71 ap1~°►'~ ~l. 4► tsex7y xaf ms 9w p s.(P,~ t y ;Q >o y A~ Site Location: 1 .ID Le_ 1 s~ 3 t Wisconsin Department of Commerce SOIL EVALUATION REPORT Page -L-of--3- Division of Safety and Buildings . in accordance with Comm 85, Ws. Adm. Code County Attach complete site plan on paper not less than 81/2 x 11 Inches-intize. Plan must Include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. o Z Z /ax /U [ S Please print a ' d R ewed by Date w, s. 1 .04 (1) (m)). / d Personal lnfortnatJ you We may be used fo sy La Property Owner P erty Location Z003 G of N F 1/4 [I/4 S T a N R E( W Property Owner's Mailing Address ~ 'I Block # Subd. Name f4~ Z' City State Zip Code City ❑ Village [4T6Nearest / R1UG Fa.[is W 40 I [ New Construction Use: ® Residential /Number of bedrooms 4- Code derived design flow rate /0 DO GPD ❑ Replacement ❑ Public or commercial - Describe: Paront material t )L l Flood Plain elevation if applicable IV 14- ft. a dd reeccommmenda ons: Mb wY. p /VAIN 6 rf $ aL"A a Boring # I❑ Boring el Pit Ground surface elev. U, a ft. Depth to limiting factor Q_ 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. •Eti#1 'Eff#2 o_ o ~ 1 f c ~ . S C- z E3- 1(j Y I? -g/4 a -f c n1 r S ►v )1-30 10 S' fs MTr C 1 FJ 4 -4 r S 5 I C 2 rr. i Boring ❑ Boring Pit Ground surface elev. 9? ft. Depth to limiting factor 3 I in. § licatlon 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 I 0-$ 1 P/0 l rh r- n a 8 -~cb/ r C~ t 5 17 1 _ S - k, rr4Y C 3.4 o G CID G n, tnfr Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 150 mgA. ' Effluent #2 = BOD < 30 mg& and TSS < 30 mg/L CST Name (Please Print) SI a re CST Number afr ~ ~ aaoss Address Date Evaluatioyf Conducted Telephone Number 10 4 2 1n o I( w s ,5 -'q 117 I 1 a a ~ r Property Owner POYI) CO9~1}17~.T0lJ Parcel ID# Page Of Q Boring -Boring # _ _ ` Pit Ground surface elev. 4 3, (O ft. Depth to Iimlting factor. ~..2 , IM.- SoU Application Rate Horizon Depth Dominant Color Redox Oescription Texture Structure Consistence Boundary Roots GPD/ff In. MunseU. Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2 +C Yn4 h 0'? -F S) A 2 ro-zq to --Zt Y144'r 5 3 zq-,7R ~ O" K 4 r C, 5 9 Z_4 0 R t D 7 s k - 3 IS riz .2 In Boring # ❑ Boring ❑ Pit Ground surface elev. 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 Boring # ❑ Boring F-1 ❑ Pit Ground surface elev. 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. 'Etf#1 'Eff#2 Effluent #1 = BOD, > 30 220 mg/L and TSS >30:_< 150 mg/L ' Effluent #2 = BOD6 < 30 mg& and TSS 30 mg1L 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. II SBD4330 (Rdoo) Property Owner PO Y) C -022,w ~C1W Parcel ID # Page of ❑ Boring . -Boring # Pit Ground surface elev: 4 3, fo ft. Depth to Iinuting (adoc. • in,__ Soil Application Rate Horizon Depth Dominant Color Redox Description ° Texture Structure Consistence : Boundary Roots. GPD/tf in. - Munsell • Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 2 )0-24 toS'f G tt-~ 6 rr~'~ Z 4 3a / v "d2 F l ~ ~ k try ~ rC S s~'~ t`*' ~ I!!I)~\ Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Iicatidn 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 Boring # Ground surface elev. ft. Depth to limiting factor in. ❑ Pit Soll 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 = BOD, > 30:S 220 mg/L and TSS >30 < 150 mg/I- ' Effluent #2 = BODS < 30 mg/L and TSS < 30 nVL 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 (R6/00) r~o~ Gt~►~,pi~,GTaw PLOT PLAnk Pof 3 q 47 4o0 = 8~ I Top CO~cr loo.op 01 drn2 fox FLVFJi- TREE 32 r z ,9` 9 DC f,~ Low I C S rK 2Z 5-d- h._DEIVED 837Es0 L VOL 22 PAGE 5299 KATRLEEN H. MALSW- DEC l 52006 - REGISTER OF DEEDS ST. CROIX CO.. MI RECEIVED FOR RECORD ST. CROIX COUNTY IW 36 f 21)86 16 : 45AM SURVEYOR'S RECORD CERTIFIED SURVEY HAP REC FEE: 13.00 earf PRE. 9. 00 CER TIFIED SUR VE Y MAP ES-- 2 LOCA7ED IN PART OF THE NE i OF THE NE # OF- -WC77ON 17 r0W-H/P 28 NORM- RANGE 78 NEST. Tow or K/NN/CK/NN/G ST. CRO/X 66t/N7Y, fNSCONS/N_ g THE OWNER SHALL FILE AN AFFIDA ✓ r SUBSEQUENT TO FILING THIS CER771`7ED PREPARED FOR. SURVEY MAP THAT STATES 7HAT OU77 0T 1 AND LOT 1 OF THIS MAP SHALL M YRON I SZL ER REMAIN UNDER COMMON OWNERSHIP. BEARINGS TOT E EAST RIN£ OF THE / 1 T 28 IV. CORNER AL( MON.) NORTHEAST QUARTER. CRO/X C Q 2 E L Y EXTENSION OF- - 3 N. W. CORNER OF LOT 1, NORTH LINE OF LOT 1,- THE N. LINE OF LOT 1 A " C. S. W ` VOL 78, PG. 4666 C. S-M., VOL 18, PG. 4566 C- S. M_, VOL 18, PG. 4666 v _ - ' - -N89'1T38'~ 997- - a 66%04 - - 1- cq°m 19QOD -Ilr-- Z 100.07 728.93 ~`N89°77 38'E q . N.E. CORNER OF LOT 7, 310.00 W 50 ' J _ C. S M., VOL 18, PG. 4656 iti _ dal N8977.38'E 342.05- 2 S { f 1 w Q v'~ " L©T 1 3 \ I QI W A zs -56.076 .0 V , ! 4.472 ACRES i U A J 1 I ^fo 4.3 0~7ACC. G R~ 188,r86 Sa Fr. 8 oOUTLO N = s a..°D VIA `,a s+~ s s~ Fr. srh 5 1 ~1 3 <n 1162 Ac EXC. R/V H S • N Z 70,498 SQ T. 1547 ACRES ~ v co ::D' 34205 _ v 67,394 SQ FT 'n I a 285.30 45254 790 00 1 56.75 - BIZ ` S89017'38"W 984159 o m o N ' 3,3 ~ - S. W. CORNER OF LOT 1, SOUTH LINE OF LOT 1, - C.S.M., VOL 18, PG. 4666 2 p Z " C. S. M.. VOL 18, PG. 4666 NOR TH a o W to I Q w LIBERTY Qt G W ROAD p=16°1355" P R= 233.00 0 R L=66.01 °v C.=65.79 gL4 C. B =S9 *2858.5 TAN. BEAR. IN . =S01 22 '01 -W TAN. BEAR. OUT _ = S7 7 35 56 -W THE E 1,14 CORNER OF - - - ' SEC. 17, T 28 N, R. 18 W NO7E 7H/S MAP /S A SUBDIVISION (FOUND BERNTSEN 'SURVEY MARK- NA/L) OF THE CERTIFIED SURVEY MAP RECORDED IN VOLUME 18 OF CER77FIED SURVEY MAPS, PACE 4666. LEGEND • FOUND I' IRAN PIPE O SET 1' O.D. X 18' IRON PIPE aC7N WEIGHING 1,13L BS PER LINEAR FOOT. N- GOVERNMENT CORNER AS NOTED JWSER• , 50' BUILDING SETBACK LINE SPRING VALLEY, 1 " 200' 0 100 200 400 - JAMES M. W ~'l.~, S-1804 PASSE ENGINEERING, INC. SHEET 1 OF 2 126 SECOND STREET HUDSON, WI 54016 © ~Lc~ 16q_-46-05 THIS INSTRUMENT DRAFTED B ':JAMES WEBER DATED Vol 22 Page 5299 Parcel 022-1048-10-155 04/12/2007 03:18 PM PAGE 1OF1 Alt. Parcel 17.28.18.257B-12 022 - TOWN OF KINNICKINNIC Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 10/30/2006 00 0 Tax Address: Owner(s): 0 = Current Owner, C = Current Co-Owner 0 - ISZLER, MYRON & NOVA MYRON & NOVA ISZLER 1456 BARTOSH LA RIVER FALLS WI 54022 Districts: SC = School SP = Special Property Address(es): Primary Type Dist # Description " 383 N LIBERTY RD SC 4893 RIVER FALLS SP 0100 CHIP VALLEY VOTECH Legal Description: Acres: 4.472 Plat: 5299-CSM 22-5299 022-06 SEC 17 T28N R18W PT NE NE FKA LOT 1 CSM Block/Condo Bldg: LOT 01 7/1834 EXC PT TO NORTH LIBERTY RD FKA CSM 18-4666 LOT 1 (8.019 AC) BEING CSM Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4) 22-5299 LOT 1 (4.472 AC) 17-28N-18W NE NE Notes: Parcel History: Date Doc # Vol/Page Type 10/30/2006 837601 22/5299 CSM 12/10/2003 748780 2472/09 WD 12/02/2003 748022 18/4666 CSM 04/01/2003 715477 2190/535 RD 2007 SUMMARY Bill Fair Market Value: Assessed with: 0 Valuations: Last Changed: 12/13/2006 Description Class Acres Land Improve Total State Reason Totals for 2007: General Property 0.000 0 0 0 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 w cn v voz z ry _ w ~ w LU w ~ J 1~L In QC ~ - ~ z LL O w _ - w O rz - cL Mum Fl z _ w~ w LU z-1 L~ L N u®®® Z Wo ° f N o= t~ ~w iz°w Q ®®Q13 W ®~®®o o w ® ® ® ® U U !iJ wv ~ wcn~ voz z N - w gj LA 'w w ° w o m V- z J LL L u~ OL M1 (COL T. 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I~ I I I d I y~~~ m I I I I 4 I IQ I I ~ ~ I I I I" ~ I I I I I I 4 I I~ ~a I I I I N I I lel I I a I,I I I rip II oz] I I ~ II © o I I 1 III III I`I I I^ II II I - - - - - - - - - - I I v .9-,ll „9,16 ow, s .,0 ,E4 NO ,4E 0 ,L4 - w ul In U l t.q~-"l l: 0,C ZllOl;lt v ..Z/l L',4 Zxb HEAD R AR521-NUt z ry Z.. i~ e m O Qujlll O ~ybvS• TA III ra Tro•xr.o ve• 1" aq' VANITY W Ln Q .p - J V ~Wj I J lu m K ry x ~ T •p ~ ~ r c m~~ m J ❑ ~A OKoUQ ti u' "a LL 0 ED w K Y o m u- x IL iV u- v x m n - a N lL 'A [~~~-]01 ~1 10 .~1 ~u ON 40V[p0 h 4 m V l ~ J § M5 O LLL (fl I 2"YAN11Y - ~ ! = m ~ = SL ~ I ,~A ~PI^w p ~ x r~ ry bq'ENT RT N ENT „Nr excx ~n[viM -11 GAS nn,ef'~ „0•,E fIREPLAL A MANTLE HEIGHT STONE F Z x 3 'b y~ LL - W <U w w I t ~ro,•E p y n V ;in LN w N w € to 1n in 0_ x x F ° w i i N rc a woos ~tae9 Sl x;~ m Fq ~ ~ Irons lMka _U U Q 6Z 13 0000 40_ xZ R%KKK Od t Z q In j, NN~~ ~~nn NN m W Y I~NI'N 7 V a~'p Y ~ N "mom S ,A• l < 0 0 ZI L 9 ,.0•.Ot in LL Z yry~ m H ~ <ZO w b Zias I jm= I , z N z' o wo = 4 z b 4 v m _ 4. o voav NOaxvsl r smut 199VT9 xoo N N ry t `v .A.9 x.A.9'0 '111 INL'4-~ u log 9Mi 0,9N9 ,L ci lu d z xJ [v jfl ll I ZW W ~.pF W W I Q W YW ~ t~ 0-E ~~ga Mfr ~ FZZ to K 2 x1Fx arnMN011v0AM~ I f- L - - ow clew Lq A,El 0,b 3 .0. ~ .,0•~L4 / 8376Q71 VOL 22 PAGE 5299 KATRLEER R. WALSH REGISTER OF DEEDS ST. CROIX CO., MI RECEIVED FOR RECORD 10/30/2006 10:45AM CERTIFIED SURVEY MAP REC FEE- 13.00 9.00 CERTIFIED SUR VE Y MAPES: 2 LOCA RANGE18 *EST, TOWN N OF KIN /NCKNNIC STCROIIX COGNN WSCONSINORTH, T OWN R SHALL FILE AN AFFIDAVIT SUBSEQUENT TO FILING 7`HIS CERTIFIED PREPARED FOR: SURVEY MAP THAT STATES THAT OUTLOT I AND LOT 1 OF THIS MAP SHALL MYRON ISZLER REMAIN UNDER COMMON OWNERSHIP. 'I BEARINGS ARE REFERENCED THE NE CORNER OF SEC. 17, TO THE EAST LINE OF THE G \ 131 T 28 N, R_ 18 W (FOUND Sr NORTHEAST QUARTER. CROIX COUNTY ALUM. MON.) E'L Y EX TENSION OF- - 3 . - -N.W. CORNER OF LOT 1, NORTH LINE OF LOT 1,- . THE N. LINE OF LOT 1 1 r~ ~C.S.Mt,\ VOL 18, PG. 4666 C.S.M., VOL 18, PG. 4666 C.S.M., VOL 18, PG. 4666^ - -N89017138'r .98497-- --794,97-- I -66104 _ _ 1 N7LL ~l~ arj (11) o - r ,c -100.07 728.93 190.00 ~-N89.17 UB'E - + q Q IZ - o ~ % N. E. CORNER OF LOT 1,- - 1 310.00 W' rR o, 50 C.S.M., VOL 18, PG. 4666 -1 n-- ~ 'N89%7'38 E 342.05- q~y .01 G'~~- LDT 1 0~ oI Q~ 276 12 i v5 O rr 56.04 4.472 ACRES -J i F- i Ci I = 194,790 SO. FT, CL i LOT 2 s~ 41e8°s86 5EXC. T iv ~ MUTLOT z; Q `O o~ rn 2.000 ACRES fV . 1 V - 1 ~j 13 \ 2 n ! 161 AG EXC Tk/W 70,498 SQ. FT, 1.547 ACRES voi O-' CO 342.05 _ v 67,394 SQ. FT. r et N 2 I' 0•' - 285.30 - , ' 452.54 190.00 `o W C-i ~I Z - 56.75 CL SS"7138 "W 98459 _ , o ao o N - ; iV 133 33~ < _ SOUTH LINE OF LOT 1, ~ i S. W. CORNER OF LOT 1, C. S M., VOL 16, PG. 4666 l co 2 0> ? ' C. S. M., VOL 18, PG. 4666 r r o -NORTH a w vi LIBERTY W W N R&AD o=16°13'55" P _,z R=233.00 ° o L=66.01 v C.=65.79 Z~ 4i rr C.B. =S9 28'58.5 "W TAN. BEAR. IN .=S01 22'01 "W TAN. BEAR. OUT .=S17 J5'56-W THE E 114 CORNER OF- - SEC. 17, T. 28 N, R. 18 W NOTE. THIS MAP IS A SUBDI14SION (FOUND BERNTSEN "SURVEY MARK" NAIL) OF THE CERTIFIED SURVEY MAP RECORDED IN VOLUME 18 OF CERTIFIED SURVEY MAPS, PAGE 4666. L EGEND • FOUND 1' IRON PIPE ar ' O SET 1' ❑.D. X 18' IRON PIPE c lo)Avr WEIGHING 1,13LBS PER LINEAR FOOT. r4` ~ti GOVERNMENT CORNER AS NOTED JAMES M. 1~! WEBER .j~ 8-1804 50' BUILDING SETBACK LINE NG \ 9!R(Nd VALLEY, <S. WI O~ 1, a00, 0 100 200 400 JAINESf M. YCBER, PASSE EN LhER'~J ING, INC. S HEET 1 OF 2 126 SECON EET HUDSON, W 6 DATED ~ Q16-05 THIS INSTRUMENT DRAFTED BY JAMES WEBER Vol 22 Page 5299 p ~(~~OdC~ L APR t 22004 Si: CE;'O!X COWKY VOL 18 PAGE 4666 SLISVEYO~2'S RE.0p HATALEEA H. N'XCSN"____...... u REGISTER OF DEEDS CROIX Co.. NI CERTIFIED SURVEY MAP 0 REE2IVED 12 /20FOR RECORD 02/2003 02:00Pit Located in part of the NE 1 /4 of the NE 1 /4 and the SE 1 /4 (CE Y I ; i ED SURVEY MAP of the NE 1/4 of Section 17. Township 28 North, Range 18 E F'~?F: 13.00 West, Town of Kinnickinnic, St. Croix County, Wisconsin. PA PAuFS: 2 - Owner : Don R. and Judy A. Coddington o the NE car. of Sec. 17, ►n T. 28 N., R. 18 W., found o St. Croix Co. Alum. Mont. w N g CA w 10, ~ C.S.M. I Vol. 8, Page 2138 r-n N 89'17'38' E 1294.97' Wire Fence+/-2' \ ° - 918.93' 310.00' \ Including Right-of-Way ? Z 3'33 ' - 100 Roadway Setback Line 34g sq. ft a 266.04 8.d1g Acres J N (D -4 O- 16'13'55" Lot (r' + ,~rva R - 233.00' 66 N D a'►^? 3 L - 66.01 Z ~2 Ex lud" R? . C t-of -way to C Z l m -p " C.- 65.79 32y6 A ~ "D (C7 _ C.B.- S 9'28'58.5"w cn r rn Point of Compound D "'Curve N 89'1738" E 984.59 - ► ~ 927.84 ® Including Right-of-Woy I -Point of Reverse A- 7'12.18" 55 836 e4,n cn Z 'Curve R - 233.00' 12.b06 Agra p r L - 29.30 Excluding I D 8 _RI91:,set Right-of-Way v N- o4 23.2 C.- 29i4 2 q Shed I N R - 167.00 " C.B.- 21'12'05"W 1325 Aa rv ' L - 68.31' j arage p W ' C.- 67.84' Lot rn C.B.= S 13'05'07.5"W I 7 33.02 1261.20' House 0 - -5' 897 7'38" W 1294.22' `wire Fence APPROVE 3 33 sr. CROIX COUNTY U N P LA TTED LANDS I I Plw m Zoe Ind Peib Casrnm N I IZ DEC 02W IF IfnotnoadsdwMhhBpdsysof ~V the E 1/4 car. of Sec. 17, I(T1 "W"dslswmvdshaMbe T. 28 N., R. 18 W., found - I I~ null wWvold Bemtsen "Survey Mark" Noll 1:~ Note: This Map Is a subdivision of the Certified 1;0 Survey Map Volume 7 of Certified Survey Maps, page 1834. 10 0 100 200 300 400 `J ALLAN L. ° EVERSON Scale 1 inch 200 feet S-1871 O O 00 IVEA FALL LEGEND WE O Denotes 1 Inch by 24 Inch Won ' 4 T j 41 Su pipe monument set. (1-1/4 inch O.D.). 1111111111/1/~, weighing 1.62 lbs. per lineal foot. rv e Denotes 1 inch h-on pipe monument found, a ? 3 *Denotes Section Comer Monument ;a • found. as noted q - J31 ~1 Denotes sal baring location per sol evaluation report by others. • Instrument Drafted By. Allan L. Everson Sheet 1 of 2 sheets Vol 18 Page 4666 1 w. {i£8t alted L awntOA O O cli 41 4) o w C 1 + N E u d' m 7 O d t0 C A 1 4~ N LO O _~V -co 1 N N 4 P -0 C4- 0 (714 4) O ~O O 01 N *~YY ca a z w Ln rn o ~ V 4- 4) 4) Ll Q) ' . L 2] 3 2 C \ \V' 4) L 1•+ Z O O N + r W Q- 41 0 41 L. O O 0 - •O u a v o y - C 4 a) w t1 J 4) a cn c E= Q) d J w 3 W O (9 C (n Cl) L. L 4) 41 •N y y C 4) •H C C 4) C/) C) 41 a 4) N 1` O O C7 C= ~7• U 0) m W N Q N L (4-• 4) X Z X CL . O) O C w y L i -I C.) +L. C y w O J 4) O 41 X rn n fn O 0 n 3 d u - C C 4 L O C C O 41 L d u CO sua44o Aq paumo spuei pa4leidun W N N u •"IQ 41 U' MuZhl5Zoi0S W N ILI 5 Z LI uo!4oaS 4o 13N a43 30 auti 4sea IOZ'IOL MuZh15ZoI0S U C 4- 4) 4- C O 4) 41 3 4) m O 41 3 3 In y \ \ z N (.'J U F- N Z 2 O Cl U U C ' Z X d H W .N • Y u + d 4) n 4- 4- N L. 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ISL'L8Z C; `D y ~ w O I 11 1 otON 1 C Y y v 13N a4l 30 3 a44 30 auti 3s9M............ • 7 ~7~~1¢ ~d~' ate- ~ • S. ~i • ? /!°B/ • /IAA ~4:7 v~ ~ C•J 0'JI _ l~ RLL- f/1 E+ v B is Z ; ~'4°i.'y' rp ( UUN 8 , JAMES /o NNELL rt L7 -C r-~ Redisber of ~ C: a z o ff; 1 St, Crobc Co,. WI DT L 4* m ~W ~S` •S ~ay~ t of ti V ~4~5'. ppy ~•i. ~rti, y .i O 0 O O Unplatted lands owned by others m - m X. 0 "1 = = tri O (D to Co x H 7 r M N01022101"E 615.01' rt 0 N z x~ to m d F.. ~ 'c 661_ROAD _EASEMENT West line of the NEy~ of the NEJ 22 L o v M 0 o m o to o 0 n > o o CD -n a 1-+ "0 0 o r c x 7C rt • o :3 o N. o m se 0. 7 0o m a c ~ O rn 3 ti 13 -h I A m w -h rt F W o rt n rt o rt x S 00 7 f (1) W. (D tr7 -a O 1--1 + C-1 O 1 h 1"71 I ~ d x rt W. 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East line of the NEyt of Section 17 assumed to bear S0102514211W, All08'W ST.CRMCOUW CDOIMNm3F 0 vOLLP E 7 PACe 198 I ?F/ 'u•rWkL7*1'r•f9' A8 031dvaa 1N3wnUISNI SIH1 9ZLZ ZOVd e 3Wn9OA 69 '6 ft b4 b~~b~ bw CM3,NCGA %a a31Va Z .10 1 19 3 H S 6091 -S a303h1 'w S3WVP ~},'~1tfV,'Jb1~f SNtlt°d ~1LS1A6~i!•i_1tklt'JC'toot? 001 10 Ra~ypllR®s4>ope~`9 !`ia~I~r1"')XI!~ti":, rLi tl ry °t~i is i U l• 3 f,1~ , o o z = ,11 3 1 V.) s r•°' 1004 V-9NI1 aid 'SB I £I'1 t alNt ONIHO12M 7did NON1 ,tZ x „1 13S + o A3 1 VA ONJNIHdS trM S 'ONnOd 3dld NOW „1 z • w ~ a~83nn ~ ~rrt wsawvr S•ONb1• 0311bldNrl 6/13N 8H1 d0 3N1 1 1SV3 " iv 0 0 S\ n0 4 11 LI'S£9 M Zb 4ZoIS iv 'taNno3 1N.3WnNOW A1Nn031 £2'8661 Y 3•,Zy,~,zolN 1I NO'f a3Na00 3N <79-*(,C,)NnOd AN3WnNOW A1Nn00) ~q LI NOIA~)3S a3Na00 6113 IM ''00 >nwa 'IS 1 sP?aa 10 101408 : 1. 11INNUU',0 S3b9yr s ~ -~68U z i end i 0 r :a = V (J In p a' . p W z 6~ W V m ti, m qa CNJ N F• LL W = Q 4• I r I> F k y, W V, • F' 3 k) ' O I" z w kCI^ • UJ O W O . , 1 > . k , °a 'A k;= I- W Q r W$ N ct:_ > a O rD O~Aa~ " ►f ,90 r04 o V .w 0 O = k Wo w W~ot..: U, = Will N C, w M U. ° o III cl: z V, f N t r - a ClJ W N 1 O_ q- 00 . W H z • ILL 03 3 N m~ 1. 'N (n -kD V. ° z ZI z a. x' _ ~ a •c , _ r. ~ . Q Z• W -I 69'99Z It 9g P,o O n 0. Z w a ro ~ rs rN n , O 2 u IX 0 Z ♦b V A ~ F.+ Q x W •0 O v O.s b. t4j --,10'919''9e 94r 3„IO,ZZ oI Nom' - _•t° N 1NaW3Sd3 W N~ SO*NV-l . 0 311 b'.dNfl ovoa 99 ONIISIX3 c 01 ON e to I w 3N-3N 3N1"I 1S3M Ne Vr^~~I N i 3 2206S IM'Sl'1V.1 83Al8 LI aZLZX08 Z'18 33S r~3Na00 b/I N a3NSIVM N0013 a 3 N M 0 'N1SN00SIM `•00 X1080 --LS-'OIN..NI.AOiNN,JN 30 N M 0 1 `M818 SN 8ZJ. `LI N01103S JO V/1 3N 3H1 30 't,/I ~ 3H1 NI 031d001, - ddw ~Dndns aii~ild: 8290a~ N / J J/ 1 DEPUSTky'NTOF REPORT ON SOIL BORINGS AND SAFETY&BUILDINGS INDI~ST~iY DIVISION LABOP AND. PERCOLATION TESTS (115) MADISOP.O. BOX N WI 7969 HUMAN RELATIONS (H63.090) & Chapter 145.045) F_Q NSHI MUNICIPALITY: LOT N ..BLK. N SUBDIVISION NAM LOCATION: SECTION: E N£ '/4N:E~/4 17 J28 N/R /B C (or) W n K/NN /CK/NN/C COUNTY: OWNER'S BUYER'S NAME: MAILING ADDRESS: Sr. CROIX GLEN WIESE R3 RIVER FALLS W1 54022 US DATES OBSERVATIONS MADE NO. BEDRMS.: COMMERCIAL DESCRIPTION: rn/ I PROFI LE DESCRIPTIONS: 1PERCOLATION TESTS: Residence 3 N. A. LYJNew ❑Replace Il 4- 24- 86 N`O-T. _:CONDUCTED RATING: S= Site suitable for system U= Site unsuitable for system CONVENTIONAL: MOUND: IN-GROUND-PRESSURE: SYSTEM-IN-FILL HOLDING TANK: RECOMMENDED SYSTEM: (optional) DS Z U ©S DU DS DU DS DU QS ©U MOUND SU/TABLE /FPERC.TfS7G/20M/N1/N. If Percolation Tests are NOT required DESIGN RATE: I If any portion of the tested area is in the under s.H63.09(5)(b), indicate: N. A . Floodplain, indicate Floodplain elevation: N. A. PROFILE DESCRIPTIONS BORING TOTAL DEPTH TO GROUNDWATER-INCHES CHARACTER OF SOIL WITH THICKNESS, COLOR, TEXTURE, AND DEPTH NUMBER DEPTH IN. ELEVATION OBSERVED EST. HIGHEST TO BEDROCK IF OBSERVED (SEE ABBRV. ON BACK.) / 1.3' N. A. NONE 0.,5 ' Bp 1 /0.5'1 on s!/ w/ cep R mot /O.B'J B 4.7' NONE 3. 9' On / / 0'1 Bn s1/ /489 BAP sl /40On fs OANDED w/fff R mot to. 81 3 5.51 NON E 3. 1 ' On / (0. 9') Bn sill 1. 6'1 On s / /0.6'1 OR s/ w/fff R mot. t2,4') B- 4 4.7 „ NONE 2.7' On/ (0.8") Bnsi/1/.4'1 OR/s 10. 5'1an fs BANDED w/fffRmor/2.0'1 5 4,6' NONE 3.9' an /I/,O'1Bns1//2.6'JBns1/0,3'1On s/w/ffpRmor/0.7'1 B- 6 4, 3 0.00' `O: 00' SRI /0.8'1 On si/ 1 5'1 B n s/ 10. 4'1 OR s/ w/ccp Rmorf0.6'J Bnc/mor,//,d 7 4.6' 0.00' ,p, 00' Bn/ f 1,0'1 OR AP I/ 1 1, 69 Bnsl/ w/ecp Rmor /0.611Bn e/ w/cep RmorI1.4'1 B- 8 3.2' i~ NONE 2.9 Bn//2.2'1 Ons1I/0.79Onc/ w1ccpRMotJO.311 B 9 4. 4' NONE 3,0' Bn//3.O'J8n s1l w/fff R mor 1 1.4'J /0 4.4 NONE 2. 6 an / I/,8'1 On si/ IO.S'IBn s1/ w/cc Rmor 1 /,B 6,2 3.3 3.3' ORIt0.8'1 OR sI1 /2 5' an Is /2.9'1 B- 12 3-1, 3.3' On 111. 99 OR si / I1.4'1 Bn 1.7I 1.39 OR s / and cob (1. 4') PERCOLATION TESTS TEST DEPTH WATER IN HOLE TEST TIME DROP IN WATER LEVEL-INCHES RATE MINUTES NUMBER INCHES AFTERSWELLING INTERVAL-MIN. PERIOD t PERIOD2 PERIOD 3 PER INCH P- NO PERCOLATION TESTS COMPL TED AT THIS T1 ME. THIS SOIL EVALUAT ON WAS P_ CONO CTED FOR PU POSES OF DETERMINING T E FEASABILITY OF OEVELOP ENT OF TN/S P_ PRO P ERTY P__ P- P- PLOT PLAN: Show locations of percolation tests, soil borings and the dimensions of suitable soil areas. Indicate scale or distances. Describe what are the hori- zontal and vertical elevation reference points and show their location on the plot plan. Show the surface elevation at all borings and the direction and percent of land slope. SATIRE sit SIL SYSTEM ELEVATION IV. A. PAGE 83 NICK/N ANT/ACO S IL R F L D S O / UE . 11 B 3 5. ' I A 4.3 ( 4.~3' j B I / .0 8n1si/4/.0j1 B s/ /.3 1 an is/ /ff~ R o/ (0.91) r T-T B14 6. ' ONE ! 3. 8'IIBn Ii//x.5'1 18n w` fc R or /.9'11Bn sIo d B 5 4. ' OM£ 4. B 9' an i/ On sI 1,01 On s/ /ff R,4or 10.5 B /6 4. 2,5'1 B s1/ /C. B' Bn sI //,2,J i B~7 I 3. jV0 E 2. ' B / I,2.1 Bn)'0.5i'1 n s /wI cc?R*or 0. 5'1Bns/mir/05'1 8/8 NOME 2. ' Bn~ /O 01JBhs1II'.011n sI/ O. INK sl/ ANG D/s ce Rm !'1~N B,19 4 6' VON 3. ' Bnl///./'1 9n s/ /O 7'I On si/ t/.61) an / cc ' B 4. 6 0• / kl 9'J n a / wX fffER t / B' an r I (1. 9 B s/ w/fff Rm~r /i7.6' N f i G TA~H~ ET R S E CH L~ 1 1, the undersigned, hereby certify that the soil tests reported on this form were made by me in accord with the procedures andds specified in t onsin Administrative Code, and that the data recorded and the location of the tests are correct to the best of my knowledge and belief. NAME (print): TESTS WERE COMPLETED ON: LAURENCE W. MURPHY 4-8 - 86 ADDRESS: CERTIFICATION NUMBER: PHONE NUMBER (optional): R/ BOX36 A RIVER FALLS, W/. 54022 55-2445 .425 - 9032 CS SI ATURE: DISTRIBUTION: Original and one copy to Local Authority, Property Owner and Soil Tester DILHR-SBD-6395 (R. 02/82) - OVER - 4' INSTRUCTIONS FOR COMPLETING FORM 115 - SIT - 6395 To be a complete and accurate soil test, your report must include, 1. Complete legal description; 2. The use section must clearly indicate whether this is a residence or commercial project; 3. MAXIMUM number of be , oms or commercial use planned; 4 , a -ew or replacarnr, system; 5. C.. r , ete the suitabili`;- -U boxes. A SITE IS SUITABLE FOR A HOLDING TANK ONLY IF ALL. OTHER SYSTEMS ARE RULED OUT BASED ON SOIL CONDITIONS; 0. PLEASE use the abbreviations shown here for writing profile descriptions and completing the plot plan; T - A LEGIBLE diagram accurately locating your test locations. Drawing to scale is preferred, A rte sheet may be used it desired; i1,., sure your benchmark and vertical elevation reference point are clearly shown, and are permanent; 0. ~mplete all ar,~ropriate boxes as to dates, names, addresses, flood plain data, percolation test exemp- tion, if approp~ , 10. formatii (such as flood plain, elevation) does not apply, place N.A. in the appropriate box; 11, w „ 3 form and [lice your current address and your certification number; 12. Ntl e legible copies and distribute as required. ALL SOIL TESTS MUST BE FILED WITH THE LOCAL AUTHORITY WITHIN 30 DAYS OF COMPLETION. ABBREVIATIONS FOR (CERTIFIED SOIL. TESTERS Soil Separates and Textures Other Symbols st - Stolle (ovF_r 10") E-- Bedrock col: Cobble 10") - Sandstone gr - Grav, 3L - Limestone - Sand HGW - High Groundwater - Co- t ra Perc - Pe--l-ion Rate W Bldg - E ji1 Is - Sand > - Gr F1 !y Loam - L Y.l B n G : - *sil 131 si S Gy - G V L. Eam Y Clay Loans R I - C!ay Loarn plot - ft _ Clay NA/ - v C`ay fff - few, fine, CC - cornr rnm - Many, m rn - d - distinct p - prominent HWL High wat r ,vel, t r~v 'soil 1'ures sur`r- 1,1q," i {disposal BM - Bench VRP Vertic..', Dint I ' I TC it y l , )e C vent may i quest t is for the private in local 11-ority in order to - a F r y T,it r :<t be. obt tart of any construction. OL:SM wl&ro'e Solt TEST B/9 Z N BIB ~ - , N h @ 444 tl001 t 35 TH AVEN11E { ALL NOTED AN*LEB-.'rummE0 CLOCIKN'/SE OFF MAPLE TREE' AND J N P/t B3 ' B4 41 04 N Off' 1 _ 4pry ry9b b Rio \b Be l A SE COR. SHEDS B7 09.3 !".PIPE BO'R1ED f! 240! SP' *Sol ~ BB b 24B ~ . . by 4 M ~s , a ee 1 y' 09 t 810 ?50. Ps SRO SCALE EQ,G' I' i N _ el! `SPIKE wt rH y . ' R/BOOM IN 3' N DIA, MAPLE . ~i /4 M' h B!s Btli C LDESAC h 817 • O M N b ! 7TH µ •t N M. - - j J - - , s ~ i.. AM'.iA, 1~i.. `d~ ~.''S.'^~7l "R r vk'T b#-s e : k { I T y V5 . 1 y: s t Parcel 022-1048-10-150 04/12/2007 03:45 PM PAGE 1 OF 1 Alt: Parcel 17.28.18.2578-10 022 - TOWN OF KINNICKINNIC Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 10/30/2006 00 6 Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner RETIRED ISZLER O - ISZLER, RETIRED Districts: SC = School SP = Special Property Address(es): Primary Type Dist # Description SC 4893 RIVER FALLS SP 0100 CHIP VALLEY VOTECH Legal Description: Acres: 8.019 Plat: 4666-CSM 18-4666 022-03 SEC 17 T28N R18W PT NE NE FKA LOT 1 CSM Block/Condo Bldg: LOT 01 7/1834 EXC PT TO NORTH LIBERTY RD BEING CSM 18-4666 LOT 1 (8.019 AC) (CSM Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4) 22-5299 WAS CREATED) 17-28N-18W NE NE Notes: Parcel History: Date Doc # Vol/Page Type 12/10/2003 748780 2472/09 WD 12/02/2003 748022 18/4666 CSM 04/01/2003 715477 2190/535 RD 2007 SUMMARY Bill Fair Market Value: Assessed with: 0 Valuations: Last Changed: 12/13/2006 Description Class Acres Land Improve Total State Reason Totals for 2007: General Property 0.000 0 0 0 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