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HomeMy WebLinkAbout038-1040-10-030 Wisconsin DapartrrnenI of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 408277 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: Jansen, Brandon' I Star Prairie Township 038- 1040 -10 -030 CST BM Elev: Insp. BM Elev: BM Descriptio9: / DO • C) /00 . 0 2 lG f^"1 04- TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic / �y� Benchmark /O � / C.6�6J O � Zab, 6 Dosing M Alt. B �OD �+t�. e ✓ - 2.2 Z 0g, Aeration _ Bldg. Sewer 3 • VZ i 0 3, Holding St/Ht Inlet TANK SETBACK INFORMATION SVHt Outlet Q . 7 Z 99- TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Q V UT Septic / f Dt Bottom i >t >� __7 9 - 1 Pt Dosing , ; V H er /Man. r > oa �� /sue �� ys. Aeration Dist. Pipe 6 jo 1 / Holding - Bot. System (' 1 •3 PUMP /SIPHON INFORMATION Final Grade Manufacturer Demand St Co U GPM Model Number TDH Lift Friction Loss System H a TDH Ft Z nn Forcemain Len th / Dia Dist. fo well 1\161 I N SOIL ABSORPTION SYSTEM '7 / J BED/TRENCH Width f + Length o. Of Tre ches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS 3 106 -19 1 3 SETBACK SYSTEM TO P/L^j BLDG W LL LAKE/STREAM,/LEACHING a cti/rerr�;�, r ✓ INFORMATION CHAMBER OR Type Of System: f UNIT Model Number: Gt, 'k >zg; )vsv _ DISTRIBUTION SYSTEM , f� liQ�Q ems. ITr/� anifold I Di � x Hole Size x Hole Spacing Vent to Air Intake I C q Pipe(s) Length •- Dia Length Dia � r Spacing 7 SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only ! Depth Over xx Seeded/S Depth Over xx Depth of odded xx Mulched Bed/Trench Center Bed/Trench Edges Topsoil [; Yes L� No Yes No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1:J/ ( [ / Z Inspection #2: Location: 1017 220th Avenue Somerset, WI 54025 (SW 1/4 SW 1/4 9 T31N R18W) NA Lot 3 Parcel No: 09.31.18.171A30 1.) Alt BM Description = / 5 ?�`'� Zit/` "� p I �e'a[i1J�► - �r " — -� ■ 2.) Bldg sewer length /-i - amount of cover Plan revision Required? n Yes * i Use other side for additional information. SBD -6710 (R.3/97) Date Insep or's Signature Cart. No. Safety and Buildings Division County 201 W. Washington Ave., P.O. Box 7162 S C R O t �S��l�sn Ma WI 53707 - 7162 Site Address 44_\ Department of Commerce, 1�� �0 -+- 22.0 Ave_ Sanitary Permit App cation Sanitary Pe .o Ka 1 ' _F In accord with Comm 83.21, Wis. Adm. Code, personal informs ' ❑ Check if Revision may be used for secondary purposes Priva La , s15. I. Application Information - Please Print All Information State Plan I.D. Number 0 Property Owner's Name J Parcel Number p3o Y D 0- O` ` property Owner's Mailing Addre 0 F F I CE Property Location /y 84V W S Sf;S T 31 N,R E City, tale Zip Code Phone Number Lot Number Block Number Subdivision Name CSM Number II. Type of Building (check alf Mat apply) S ti.: ❑City 1 or 2 Family Dwelling - Number of Bedrooms ❑Village ❑ Public/Commercial - Describe Use 01'ownship T ❑ state owned Nearest Road 00 rH III. Type of Permit: (Check only one box on line A (numbering scheme for Wernal use). Complete line B if applicable) A' 1 ; New 2 ❑ Replacement System 3 ❑ Replacement of 6 ❑ Addition to For County use syst New Only stem B. [I Check if Sanitary Permit Previously Issued Permit Number Date Issued IV. Type of Permit: (Check all that apply)(numbering scheme is for internal use) T 44 14 Non - Pressurized In -Ground 210 Mound 47 ❑ Sand Filter 50 ❑ Constructed Wetland 22 ❑ Pressurized In -Ground 41 ❑ Holding Tank 48 ❑ Single Pass 51 ❑ Drip Line 45 ❑ At -Grade 46 ❑ Aerobic Treatment Unit 49 ❑ Recirculating 30 ❑ Other V. Dispe rsal/'Iteatment Area Information: Design Flow (gpd) Dispersal Area Dispersal Area Soil Application Percolation Rate System Elevation Final Grade Required Proposed Rate(Gals./Days/Sq.Ft.) (Min./Incb) Elevation 0 so /5 .3 NA - 9 75 ?2 S VI. Tank Info Capacity in Total Number Manufacturer Prefab Site Steel Fiber Plastic Gallons Gallons of Tanks Concrete Constructed Glass New Existing ' Tanks Tanks Septic or Holding Teak + Dosing Chamber VII. Responsibility Statement - I, the undSpligned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) r Signature RS ber Business Phone Number Plumber's Address Street, City, State, Z ode) G & LUF12 o � VIII. Coun !De artment se Onl K Approved ❑ Disapproved Sanitary Permit Fee (includes Groundwater Date Issued I=i Agent Signature (No Stamps) Surcharg Fee � ❑Owner Given Initial Adverse Determination G IX. Con ditio of pprovaUlteasons r Disapgrgval A � Attach complete t1me (to the Comfy only) for the system on paper not teas than 31/2 x U is+chn to sba SBD -6398 (R. 05101) y "PU� �NT Tp (��o pia eio 11(0, LOT / /I/c - -. Ni a /pao GC S +T. bo= - - - -- - -- - -- - -- - - - - -- - -- - -- - -- - -� - _� - 8_y -- ' ��a__ � - -- 9 Co r D goo GL• !sG ? _Pl/C_ EL _1Q0, - _. - - - - - - -- - - 4 s � - 13 JA sE.0 - !v 7f c3 7 7'H _ S7 -- z.S�O/`?E/� roO Aga � EL. 9 375 N0, Cdr L /ll/c - � - I i MIA- – -- — - - - low V� �b0 Zi4PEyQ aC• SST 1 - - - - -- - - -- 96 � - -- -- - ro - --',4 _J317 --T oF.Z,' roc fzl o . - c . 9 0 - - -- - S - - - - -- � t _.. _.. ______ 1132 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3 Division of Safety anq Buildings in accordance with Comm 85, Wis. Adm. Code Tom Schmitt Attach complete site plan on paper not less than 8'% x 11 in dues in size. Plan must County St. Croix indude, but not limited to: vertical and horizontal reference pant (BM), direction and percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. 038- 1040•10-300 Please prin E D awed By Date Personal information you provide maybe for secondary purposes (Privacy taw, s. .04 (t) (m)). 6 Z Property Owner JUL 2 3 2002 I roperty Location Jansen, Brandon R. Lot SW 1/4 SW 19 S 9 T 31 N R 18 W Property Owner's Mailing Address GROIX CU ST. Ui J i # Block # Subd. Name or CSM# 1871 37th St. NINU OFFIC 3 CSM Vol. 15 Page 4038 City State Zcle Mone Number City Village ✓ Town Nearest Road Somerset WI 1 54025 Star Prairie 100Th St. ✓ New Construction Use: ✓ Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD Replacement Public or commercial - Describe: Parent material Glacial Till Flood plain elevation, if applicable na General comments and recommendations: Area is suitable for a conventional system with a 0.3 gpd /sgft rating. Possible system elevation for conventional area is 93.75' Altemate is a mound system. 5 Boring # Boring ✓ Pit Ground Surface elev. 95.75 ft. Depth to limiting factor >96 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPQfiF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. ff#1 "Eff#2 1 0-8 10yr3/4 none I 2cgr mvfr cw 2f .5 .$ 2 8 -17 7.5yr4/4 none sl 2fsbk mfr gw 1f .5 .9 3 17 -32 7.5yr4/6 none sl 2fsbk mfi gw ----- .5 .9 4 32 -96 7.5yr5/4 none sl Oma mfi ---- --- .3 .5 q3 • t5 " y 2 Boring # Boring ✓ Pit Ground Surface elev. 97.72 ft. Depth to limiting factor X in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. - Eff#1 I " ff#2 1 0-9 10yr3/2 none I 2mgr mfr cs 2f .5 .8 2 9-16 10yr5/3 none sil 2fsbk mfr gw --- .5 .8 3 16 -36 7.5yr416 none sl 1 msbk mfi gw ----- .4 .6 4 36-90 7.5y4/4 none sl Oma mfi -- --- .3 .5 '}.V * Effluent #1 = SOD? 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Signature: -,? r CST Number Thomas J. Schmitt ,,, 227429 Address Tom Schmitt Date Evaluation Conducted Telephone Number 586 Valley View Trail, Somerset, WI 54025 6/17/02 715- 549 -6651 Property Owner Jansen, Brandon R. Parcel ID # 038 - 1040 - 10-300 Page 2 of 3 F31 Boring # Boring ✓ Pit Ground Surface elev. 96.03 ft. Depth to limiting factor >91 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots in. Munsell Qu. Sz, Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-9 10yr3 /3 none I 2mgr mfr cs 2f .5 .8 2 9-18 10yr5 /3 none sl 2msbk mfr gw -- .5 .9 F 18-35 7.5yr4/4 none sl 1 msbk mfr gw ----- .5 .9 1 5yr4/6 none SI Oma mfi -- -- ---- .5 .9 4] Boring # Boring ✓ Pit Ground Surface elev. 95.70 ft. Depth to limiting factor 34 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots QP in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-9 10yr3/3 none I 2mgr mfr cs 2f .5 .8 2 9-17 10yr5 /3 none I 2fsbk mfr gw - - - --- .5 .8 3 17 -24 10yr4 /4 none scl 2fsbk mfr gw ---- .4 .6 4 24 -34 7.5yr4/4 none sl 1 msbk mfr cw --- -- .5 .9 5 34 -84 10yr5/3 m3p r5� /3 sicl 1 msbk mfi -- -- - -- .2 .3 - T 5 Boring # Boring be Pit Ground Surface elev. 97.36 ft. Depth to limiting factor >84 in. SoN Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0 -10 10yr3/4 none sl 2mgr mfr cs 2f .5 .9 2 10-22 7.5yr4/4 none sl 2fsbk mfr gw -- .5 .9 3 22-45 5yr4 /4 none sl 1 msbk mfi gw - -- .4 .6 4 45 -84 5yr4/4 none sl Oma mfi - -- ---- -- .3 .5 3 -3Z f 9 2 * Effluent #1 = BOD 5 > 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD s 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 "_A material in an altPmatP _r _at n jP , unman* tl1P A-nrtm -t at AAR_Iff -I 1 G 1 nr TTV AAR -')fA -8777 wI11fV W ✓Pit Ground Surface elev. 93.05 ft. Depth to limiting factor >86 in. Sol Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GMT in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-8 10yr3/3 none sl 2mgr mfr cs 2f .5 .9 2 8 -15 1Oyr5 /3 none sl 2fsbk mfr gw ---- -- .5 .9 3 15-34 5yr4/6 none sl 1 msbk mfr gw --- -- .4 .6 4 34 -86 5yr4 /4 none sl 1 msbk mfi -- - - -- .4 .6 ❑Boring # Boring Pit Ground Surface elev. ft. Depth to limiting factor in. Sod Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 F-1 Boring # Boring Pit Ground Surface elev. ft. Depth to limiting factor in. Sod Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 * Effluent #1 = BOD 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = 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 nPPA matPriar in an alternate Fnrmat nleacP rnntart the APnarFmPnt wt (.f1R_7�+�._11 G1 nr TTV lnR- 71.A_R777 r r to Iq i ���, �.� Co..��.. Gam• �Z • � ., 6 z Page l of Z ` MANAGEMENT PLAN This Private Onsite Wastewater Treatment System (POWTS) has been designed and is to be installed and maintained in according to Comm 83, Wis. Admin. Code, the in- Ground Soil Absorption Component Manual for Private Onsite Wastewater Treatment Systems (SBD- 10567 -P; June 11,1999), 1. This PQWTS has been designed to accommodate a maximum daily flow of gallons of domestic wastewater -per day. The quality of influent discharged into the POWTS treatment or disposal component shall be equal to or less than all of the following: a monthly average of 30 mg/L fats, oil and grease a monthly average of 220 mg/L BOD 5 a monthly average of 159 mg/L TSS. Wastewater shall not be discharged to the POWTS in quantities or qualities that exceed these limits or that result in exceeding the enforcement standards and preventative action limits specified in ch. NR 140 Tables 1 & 2 at a point of standards application, except as provided in Conan 83.03 (4)m Wis. Admin. Code. 2. The owner of this POWTS is responsible for system operation and maintenance. The following maintenance shall occur within three (3) years of the date of installation and at least once every three years thereafter: 1. The septic tank shall be pumped be a certified septage servicing operator, licensed under s2.81.48, Wis. Stats, unless inspection by a licensed master plumber or other person authorized to make such inspection, finds less than (1/3) of the tank volume occupied be sludge and scum. More frequent pumping may be necessary to prevent solids from exceeding one -third (1/3) if the volume of the tank.. Wastes shall be disposed of by the pumper in accordance with ch. NR 113 Wis. Admin. Code. At each pumping the pumper must visually inspect the condition of the tank, baffles, rizers, and manhole cover and verify that any required locks are present. 2. The soil absorption component(s) shall be visually inspected by a licensed master plumber, certified septage servicing operator or POWTS inspector. Inspection fo r 11 11 h r evidence f discharge r f to the gr ound surface and shall check fo evlde ce o dlsc a e o sewa g g �' ponding of effluent in the distribution cell. 3. The tank filter(s) shall be inspected and cleaned to remove any accumulated solids according to manufacturer's specifications. The filter cartridge shall not be removed unless provisions are made to retain solids in the tank. Cleaning of the filter at more frequent intervals may be necessary. 4. Any pump, alarm or related electrical connections shall be visually checked for defects and tested to confirm that they are operating properly. 5. Reports for all system maintenance shall be submitted to St. Croix County Zoning in accordance with Comm 83.55, Wis. Admin. Code. 3. Defects or malfunctions identified during maintenance described in item #2 above shall be repaired in conformance with Comm 83, Wis. Admin. Code. 4. Anytime a failure or malfunction occurs, it shall be reported to the owner of this POWTS. Repair or connection of such failure or malfunction shall comply with Comm 83, Wis. Admin. Code. 5. No one should enter a septic or other treatment tank for any reason without being in full compliance with OSHA standards for entering a confined space. The atmosphere within these tanks may contain lethal gases and rescue of a person from the interior of the tank may be difficult or impossible. 6. No product for chemical or physical restoration or chemical or physical procedures for POWTS may be used unless approved by the Department of Commerce in accordance with Contra 84, Wis. Admin. Code. 7. In the event that this POWTS or a component of this POWTS fails and cannot be repaired, the following contingency plan is proposed: nic, ffin"mpanmLs11a1LL- repl This may require a new soil evaluation to determine where a new soil absorption c component can be. 8. If this POWTS is replaced, or its use is disconlinued, it shall be abandoned in accordance wilh Conlin 83.33, Wis. Admin.. Codc. 9. Name and number of local health agency :_SL_Croi&_CottlliyZoniP 10. Name of service contractor in case of failure or malfiinclion :–Schmitt_&- Qns_F.2 s Yatinb 715- 549 -6651 ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer &a� gAant g,7AA lSEA/ Mailing Address -IR2. 3 2 T' S. c 0/-'z&WS,6F r Property Address D 17 0� ao A (Verification required from Planning Department for new construction) 030 (. Jul 6 -30 City/State NE=W Parcel Identification Number 03A- /Q''/D —AQ .910e. LEGAL DESCRIPTION Property Location ,sup '/., Sec. _ % , T _ N -RX W, Town of STAB &Azge� Subdivision C .Sa / //i i / S' 1 yD '? g . Lot # 3 Ce ied Survey Map # 63.p!/y!F , Volume l --.- , . Page # VQ 3,6 Warranty Deed # ��3 �S Volume Page # rZ— Spec house ❑ yes 0"no Lot lines identifiable Oyes 11 no SYSTEM MAINTENANCE Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a mastorplumber. journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on -site wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. Uwe, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30 da of the three year a tion date. �. l l OZ GNATURE O ICANT DATE OWNER CERTIFICATION I (we) certify that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the owner(s) of the iptoperty described above by virtue of a warranty deed recorded in Register of Deeds Office. IGNATURE OF ANT DATE i � W * * * * ** Any information that is mis- represented may result in the sanitary permit being revoked by the Zoning Department. * * * * ** ** Include with this application: a stamped warranty deed from the Register of Deeds office a copy of the certified survey map if reference is made in the warranty deed STAi E BAR OF WISCONSIN FORM 11 - 1982 LAND' CONTRACT 6 5 63 55 Individual and Cor p orate '.',(JHLEEN 1-1. WALSH (10 BE USED FOR ALL TRANSACTIONS WHERE OVER REG OF DEEDS DOCUMENT N0, $25.00015 FINANCED AND IN OTHER NON - CONSUMER ( i f. C RUIX (;U. , WI ACT TRANSACTIONS) �) i►ECEIVED FOR RECORD Contract by and between Richard D. Halvor Cn 1 4 I �_�� . ,� - :2 2001 8:20 AN ( "Vendor ". i.AND CONTRACT Janse . `E'T whether one or more) and Brandon CERT COPY FEE: Copy r EE: ("Purchaser ", whether one or more). TRANSFER FEE: 144.00 Vendor sells and agrees to convey to Purchaser, upon the prompt and full performance RECORDING FEE: 13.00 PAGES. 2 of this contract by Purchaser, the following property, together with the rents, profits, fixtures and other appurtenapt interests (all called the "Property"), in St. Croix County, State of Wisconsin: RECORDING AREA Part of SWh of SWh of Section 9, Township 31 NAME AND RETURN ADDRESS North, Range 18 West, St. Croix Cgs,, D. Peter Seguin Wisconsin described as follows: Lot 3 f Mudge, Porter, et al. Certified Survey Map filed February 28, 2001 110 Second St, PO Box 469 in Vol. 15, Page 4038, Doc. No. 639449. Hudson, WI 54016 Subject to the right of ingress and egress _ over the 66 foot driveway easement as shown 1 038 - 1040 -10 on said Certified Survey Map 6io n 3c) Parcel Identification Numb Together with an easement for ingress and egress over and across the Northwesterly corner of I;ot 4 of said Certified Survey Map described as: Commencing at the Southwest corner of said Lot 31 thence East along the South line of said Lot 3 350 feet-,thence parallel with the East line of Lots 3 and 4 of said Certified Survey Map a distance of 66 feet; thence.West parallel with the South line of Lot 3 of said Certified Survey Map to a point on the cul -de -sac which is 66 feet South and West of the point of beginning, thence along the curve of the cul -de -sac in ^a:Northeas erly and Northerly direction to the - point of beginninq. This i n homestead property. (Is). (is not) Purchaser agg It S. 00 urchase the Property and to pay to Vendor at -a reasonable location the sum of $ 4 8 0 , 0 0 in the following manner: (a) $ 1, 5 0 0. 0 0 at the execution of this Contract; and (b) the balance of S 46,5 , together with interest from date hereof on the balance outstanding from time to time at the rate of 8 . 2 5 percent per annum until paid in full, as follows: Monthly payments in the amount of $383.00 per month commencing on September 29, 2001 and continuing for thirty -six (36) months. The balance of principal and interest due.in full on September 23, 2004. provided, however, the entire outstanding balance shall be paid in full on or before the 2 9 th day of September 2 0 0 4 (the maturity date). Following any default In payment, Interest shall accrue at. the rate of B _ * 2 4 per annum on the entire amount in default (which shall Include, without limitation, delinquent Interest and, upon acceleration or maturity, the entire principal balance). Purchaser, unless excused by Vendor, agrees to pay monthly to Vendor amounts sufficient to pay reasonably anticipated annual taxes, special assessments, fire and required insurance premiums when due. To the extent received by Vendor, Vendor agrees to apply payments to these obligations when due. Such amounts received by the Vendor for payment of taxes, assessments and insurance will be deposited into an escrow fund or trustee account, but shall not bear interest unless otherwise required by law. Payments shall be applied first to Interest on the unpaid balance at the rate specified and then to principal. Any amount may be prepaid without premium or fee upon principal at anytime after Atlgu8 t 99, xWiWswxk*AXkAhoW provided Purchaser is current on all a Y ments at the- time P of prepayment. In the event of any pi th'.s contract shall re! be treated as in default with respect to payment so long as the unpaid balance of principal, and interest (and in such case accruing interest from month to month shall be treated as unpaid principal) is less than the amount that said indebtedness would have been had the monthly payments been made as first specified above; provided that monthly payments shall be continued in the event of credit of any proceeds of Insurance or condemnation, the condemned premises being thereafter excluded herefrom. Purchaser states that Purchaser is satisfied with the title as shown by the title evidence submitted to Purchaser for examination except: easements, restrictions and reservations of record, if any. Purchaser agrees to pay the cost of future title evidence. If title evidence is In the form of an abstract, it shall be retained by Vendor until the full purchase price is paid. Purchaser shall be entitled to take possession of the Property on August 29, 200 • Crass Out Ono STATE BAR OF WISCONSIN Wisconsin Legal Blank Co., Inc. LAND CONTRACT - Individual sad Corporate Form No. 11 # 1982 Mllwao4se, Wis. VOL 1 I 1 1 VAGL 1`10 Purchaser promises to pay when due all taxes and assessments levied on the Property or upon Veni or' interest In it and to deliver to Vendor . on demand receipts showing such payment. Purchaser shall keep the Improvements on the Property insured against loss or damage occasioned by fire, extended coverage perils and such other hazards as Vendor may require, without co-insurance, through insurers approved by Vendor, in the sum ofx Ulf insurab but Vendor shall not require coverage in an amount more than the balance owed under this Contract. Purchaser shall pay the insurance premium va ll when due. The policies shall contain the standard clause In favor of the Vendor's interest and, unless Vendor otherwise agrees in writing, the original of all policies covering the Property shall be deposited with Vendor. Purchaser shall promptly give notice of loss to insurance companies and Vendor. Unless Purchaser and Vendor otherwise agree in writing, Insurance proceeds shall be applied to restoration or repair of the Property' damaged, provided the Vendor deems the restoration or repair to be economically feasible. Purchaser covenants not to commit waste nor allow waste to be committed on the Property, to keep the Property in good tenantable condition and repair, to keep the Property free from liens superior to the lien of this Contract, and to comply with all laws, ordinances and regulations affecting the Property. Vendor agrees that in case the purchase price with Interest and other moneys shall be fully paid and all conditions shall be fully performed at the times and in the manner above specifted.Vendor will on demand, execute and deliver to the Purchaser, a Warranty Deed, in fee simple, of the Property, free and clear f all liens an encum ranees, except y liens or encumbr created by the act or default of Purchaser, and except: easements, restrictions ana reservations of record, if any. Purchaser agrees that time is of the essence and (a) in the event of a default In the payment of any principal or interest which continues for a period of _ 90 days following the specified due date or (b) in the event of a default in performance of any other obligation of Purchaser which continues for a period of 9 0 days following written notice thereof by, Vendor (delivered personally or mailed by certified mall); then the entire outstanding balance under this contract shall become immediately due and payable in full, at Vendor's option and without notice (which Purchaser hereby waives), and Vendor shall also have the following rights and remedies (subject to any limitations provided by law) in addition to those provided by law or In equity: (f) Vendor may, at his option, terminate this Contract and Purchaser's rights, title and interest In the Property and' recover the Property back through strict foreclosure with any equity of redemption to be conditioned upon Purchaser's full payment of the entire outstanding balance, with Interest thereon from the date of default at- the rate in effect on such date and other amounts due hereunder (in which event all amounts previously paid by Purchaser shall be forfeited as liquidated damages for failure to fulfill this Contract and as rental for the Property if Purchaser fails to redeem); or (tl) Vendor may sue for specific performance of this Contract to compel immediate and full payment on the entire outstanding balance, with interest thereon at the rate In effect on the date of default and other amounts due hereunder, in which event the Property shall be auctiloned at Judicial sale and Purchaser shall be liable for any deficiettcy; or (W) Vendor may sue at law for the entire unpaid purchase price or any portion thereof, or (iv) Vendor may declare this Contract at an end and remove this Contract as a cloud orl title In a quiet- title action if the equitable interest of Purchaser Is Insignificant; and (v) Vendor may have Purchaser ejected from possession of the Property and have a receiver appointed to collect any rents, Issues or profits during the pendency of any action under (1), (ll) or (iv) above. Notwithstanding any oral or written statements or actions of Vendor, an election of any of the foregoing remedies shall only be binding upon Vendor if and when pursued in litigation and all costs and expenses Including reasonable attorneys fees of Vendor incurred to enforce any remedy hereunder (whether abated or not) to the extent not prohibited by law and expenses of title evidence shall be added to principal and paid by Purchaser, as Incurred, and shall be Included in any judgment. Upon the commencement or during the pendency of any action of foreclosure of this Contract. Purchaser consents to the appointment to a receiver of the Property, Including homestead interest, to collect the rents, issues, and profits of the Property during the pendency of such action and such rents, issues, and profits when so collected shall be held and applied as the court shall direct. Purchaser shall not transfer, sell or convey any legal or equitable Interest in the Property (by assignment of any of Purchaser's rights under this Contract or by option, long -term lease or In any other way) without the prior written consent of Vendor unless either the outstanding balance payable under this Contract is first paid in full or the interest conveyed is a pledge or assignment of Purchaser's Interest under this Contract solely as security for an. Indebtedness of Purchaser. In the event of any such transfer, sale or conveyance without Vendor's written consent. the entire outstanding balance payable under this Contract shall become immediately due and payable in full, at Vendor's option without notice. Vendor shall make payments when due under any mortgage outstanding against the Property on the date of this Contract (except for any mortgage granted by Purchaser) or under any note secured thereby, provided Purchaser makes timely payment of the amount then due under this Contract. Purchaser may make such payments directly to the Mortgagee if Vendor falls to do so and all payments so made by Purchaser shall be considered payments made on this Contract. Vendor may waive any default without waiving other subsequent or prior default of Purchase. All terms of this Contract shall be binding upon and inure to the benefits of the heirs, legal representatives, successors and assigns of Vendor and Purchaser. (If not an owner of the property the spouse of Vendor for a valuable consideration Joins herein to release homestead rights to the subject Property and agrees to Join in the execution of the deed to be made In fulfillment hereof.) Dated this c 9' ^� day of 20 . (SEAL) (SEAL) * Richard D. Halvorson * Brandon R. Jansen (SEAL) (SEAL) * * AUTHENTICATION ACKNOWLEDGMENT Signatures) Richard D. Halvorson and State of Wisconsin, Brandon R. Jansen ss. St. Croix County. authenticated this y of 290 Personally came before me this day of . 2001 , the above named Richard D. Halvorson and * Brandon R. Jansen TITLE: MEMBER STATE BAR WISCONSIN (If not, authorized by §706.06, Wis. Stats.) to me known to be the person B who executed the foregoing Instrument and acknowledge the same. THIS INSTRUMENT WAS DRAFTED BY D. Peter Seguin, Attorney Hudson, Wisconsin Notary Public, County, Wls, (Signatures may be authenticated or acknowledged. Both are not My commission Is permanent. (If not, state expiration date: necessary.) ) • Names of persons signing In any capacity should be typed or printed below tllelr.slgnattires. 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Adm. Code County �t Attach complete complete site plan on paper not less than 81/2 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all Info Reviewed by Date Personal information you provide may be used for 56 rfl (Privacy Lam s, 5.04 (1) (m)). Property Owner ,-, _ Prop" Location GovL P I ' ,5%tl 11 �i✓ 1/4 S T N R 1 E (o W Property Owner's Mailing Address r r Lot # Block # Subd. Name or CbM# St City State Zip Code e u L _ . 0 City - ❑Villa A T Nearest Road New Construction Use Residential / Numbeb'd ' ' Code derived design flow rate Da GPD ❑ Replacement ❑ Public or commerdal - Desi Parent material ��_ ,_ ���, �,ta� Flood Plain elevation if applicable ft. General comments and recommendations: S G%® "" _ �j - � /,/•(�(� F -/1 Boring # Izy Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor' in. Soil Applicatio ate 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 L5 Al QGG jut Boring # ❑ Boring 3 ❑ Pit Ground surface elev. d_ 5 ft. Depth to limiting facer /0?� in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF In. Munsell �� Qu. Sz. ConL Color Gr. Sz. Sh. 'Eff#1 'Eff#2 ' Effluent #1 a BOD > 30 < 220 mg/L and TSS >30 150 mg/L Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L CST Na (Please Print) / .Signature CST Number Add Date Evaluation Condu��, Telephone Number Property Owner e(� Parcel ID # Page of Boring # Boring 7 ❑ Pit Ground surface elev. 9 ? ft. Depth to limiting ctor � l� 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. yam, *Eft#1 *Eff#2 6 S/7 r Id Boring Borin g # ❑ Pit Ground surface elev. JI ft. Depifi to limiting factor in. Soil Application Rate orizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft ! i in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 *Eff#2 Borin 9 # Boring _ Pit Ground surface elev. � ft. Depth"fo limiting factor �� 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 ' Effluent #1 = BOD > 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- 8330 (&6/00) �l ST. CROIX COUNTY WISCONSIN .•../ w.'' ZONING DEPARTMENT M M M ■ sound ST. CROIX COUNTY GOVERNMENT CENTER 1101 Carmichael Road Hudson, WI 54016 -7710 Phone: (715) 386 -4680 Fax (715) 386 -4686 Memo to File From: Pam Quinn Date: 4/27/2004 Re: Sandy loam structure misinterpretation on subdivision soil reports Recent soil on -site determinations have brought a problem to our attention. During these on- sites, bof tags were excavated to confirm soil conditions where two conflicting soil reports had been submitted for zonifli department review. The soil profiles, evaluated by myself, Dave Fogerty, and Dave Steel (all certified soil testers) differed from the original soil reports in that massive ( structureless) sandy loams were encountered in horizons that were described as having either moderate, medium subangular blocky (2msbk) structure by Adam Schumaker or weak, medium granular structure (I mgr) by Shaun Bird. There apparently has been a misunderstanding between "structure" caused by handling samples of the soil during texturing versus the soil characteristics in situ. The soil, when chunks were taken out of the profile to hand texture, with pressure parted into "crumbs" that appeared at first to be subangular or granular in shape. However, these were not true peds that broke apart along planes of weakness, but fragments created by handling. The soil when observed in the horizon did not have distinct units of structure and should have been reported as "massive ". Added notation: on 4/23/04 Mark Iverson (Cedar Corp. certified professional soil scientist), Shaun Bird, and myself did an evaluation of soils on Lots 6 & 9, Richmond Meadows where the original soil report described the third horizon as sandy loam, "1 mgr ". On Lot 6 we checked soil profiles within a POWTS distribution cell and then excavated a test pit on Lot 9. The sandy loams in question were a weak, coarse to very coarse subangular blocky structure, where planes of weakness were just discernible when peds were parted from the profile. The peds separated with vM li t pressure by soil tester. Sand coatings were observed on the ped faces in the Lot 9 soils, which supported the determination that some structure existed to allow water to move through the upper portion of the sandy loam horizon. However, below the weak - structured soil we found massive (structureless) sandy loams and the boundary between these horizons was irregular, which would mean a distribution cell could encounter alternating weak and massive sandy loam. Shaun said he would amend his soil reports with a memo recommending that any sandy loams he identified as "lmgr" or "2 mgr" be assigned a lower loading rate of 0.3 gpd/ft2 (see attached memo for Whitetail Meadows) to provide a larger dispersal area. Page Two Soil Memo 4/27/04 Massive sandy loams have been assigned a soil application rate of 0.2 gpd/ft with the code changes in Comm 83.44 -2, effective as of 2/1/04. The application rates listed on the soil reports were higher due to the structure having been described as either weak or moderate, which affects the calculations for sizing of POWTS distribution cells. Obviously, one of the concerns is to make sure loading rates for the soils are not in error and allow undersized POWTS to be installed. For example, in December 2003, Lot 35 of Richmond Meadows subdivision had to have its loading rate reduced to 0.3 gpd/sq. ft. when the installer encountered massive sandy loam at the system elevation. The sandy loam horizon had been described on the soil report as "I mgr" with firm consistence. Leroy Jansky, Dept. of Commerce Regional Wastewater Specialist, has been consulted on this situation and advised the zoning department to require on -site verifications for any lots with this potential misinterpretation on the soil reports. All soil reports with sandy loam "1 or 2 mgr" as its structure will be required to use a design based on the current code's soil application rate for massive sandy loam @ 0.2 gpd/sq. ft. unless additional soil testing proves otherwise. Z I Soil Test Plot Plan Project Name Richard Halverson Byron Bird Jr. Address 2203 100 th st Somerset Wi. 54025 CSTM #220527 Lot - I Subdivision - - --- Date 9/26/Oc SW 1 /4 1/4S T 3 N /R W Township Praire Boring Q Well PL Property Line County ST. CROIX ,BM or VRP Assume Elevation 100 ft.top of steel fence post System Elevation 91.2 * H.R.P. same as Bm Alt BM 99.5 top of steel post B.M. 900' PL 150' 12' B 1= 20' 1 20' 134 225' PL 3 70' 70' B3 pr. a. rep. a. > 20% slope B5 B2 .O � JW 3 a ¢ Q W o wi = , ev 1 3A . 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UNPLATTED LANDS N00 °43'36'E 0 0 — _ — 1950.37* o m 0 —3 CA — L _ RD cn Te 0 m r low lands \Cn\ ° c�cn'- -� ° I a , DED I ATED TO PUBLIC Ln - -4 *- C�J zoo 0 - r : ,,,• I, 0 0 ,',.BUILQ.I,NG, „T,BACK,LINE - o d = r R' 00 a mv * �v 00 - < �” w w 09 zm-< o z 0n= C 1 z 14 ° � CA - PO o �' w� o�� Z Z�� c ° O • �� 0 — -� In --I D— . D � � gym° �_ A Z n� 0 n v n la Ja m r o m m CA- a w w 0) 0 v 9 � •, a N--� Lq 0 0, D 0 a a v N r - D z r � Ln .: z D O m .--�-I -1 ap — v z V p �g 0o/ D OD �o �C, AGO V N08° 36 . _ " ' i �. Ir- -D z a0 66• 0$ E N00° 1409 E 333.81 R.A. DR C 0 w v ' EASEMENWQY N00° 1 1' 00 "E -+ coo --I a rn 01' 333.81 0 00 Ln Ln C U I O N r m 0 N �� (no -I f7 z / — aD GO C OD �O 9 o f7 ^ 0) � _ � lJ1 r. c 0 r z A � ' - C L ni C4 I r O 01 m w w m aE cn m 0 -n ^^ Of ►i-� 0 -TI N W G7 \ tp Obi OV 90 �0 _ p N D c I w ' "-n D N N N m 0 t0 386.61' 272.86' 333.87' z r 8'23'W S 00 32'36'W 993.34 15' EAST LINE SWI /4 -SWI /4 UNPLATTED LANDS SEC. 9 SI /4 COR. SEC. 9 Vol-15 Page 4038 / I