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HomeMy WebLinkAbout040-1295-30-000 �ch -0 0 ? � c , , ; ■ � CD _/7 2/0 ° 2ƒ /Gf g o ®' CD \ \ / § / / § \ k ".,D k ` K Ul S,; o a k t k 4` �in§ ƒ / CL E / {f a , _ �\� � 3 a \ \ o E i o a e \ �_ ` < 0 N) � . . / / / / \� 0 2 / . \ \I§ / { o 2 E 2 ƒ § S 0 ® .� (A ■ (A g a CT k \ � ' I 0 e ƒ \ & z = I ƒ / o k m / E ƒ ) � / CD a) ° I $ \ e E _ z o ) � \ 2 d CO 0 (D \ k ■ , © ƒ / i § ID M 17 F — a_ 121 �E�a:g T f o s CIO ± moo — a — a j\ /f� : Z f § ac l 3o / CL 5a o_� 0) CD \\\�� / �� ƒ�§a=aa« a . . �£% 'E +�k ; ,o_ (+G)a ■ co Bka w -0 nx � $E§$ w 2 ƒ& c 0 G I § § f 0 . . S � Parcel #: 040 - 1295 -30 -000 06/17/2005 11:18 AM PAGE 1 OF 1 Alt. Parcel #: 19.28.19.1695 040 - TOWN OF TROY Current * ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): ' = Current Owner * GERCZAK, RICHARD G & STEFANI J RICHARD G & STEFANI J GERCZAK 358 MITCHELL RD HUDSON WI 54016 Districts: SC = School SP = Special Property Address(es): * = Primary Type Dist # Description * 358 MITCHELL RD SC 4893 SCH D OF RIVER FALLS SP 0100 CHIP VALLEY VOTECH Legal Description: Acres: 2.340 Plat: 2549 - TREBUS VALLEY ESTATES SEC 19 T28N R19W SW SE LOT 3 TREBUS Block/Condo Bldg: LOT 03 VALLEY ESTATES Tract(s): (Sec- Twn -Rng 401/4 1601/4) 19- 28N -19W SW SE Notes: Parcel History: Date Doc # Vol /Page Type 03/08/2005 789122 2761/360 WD 07/16/2004 769013 2618/103 WD 03/28/2001 641503 1609/105 WD 2005 SUMMARY Bill M Fair Market Value: Assessed with: 0 Valuations: Last Changed: 07/26/2004 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 2.340 100,000 0 100,000 NO Totals for 2005: General Property 2.340 100,000 0 100,000 Woodland 0.000 0 0 Totals for 2004: General Property 2.340 100,000 0 100,000 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 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Divigion � INSPECTION REPORT Sanitary Permit No: 463010 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: McDonald Construction Tro Township 040- 1295 -30 -000 CST BM Elev: Insp. BM Elev: BM Description: ,, ," Section/Town /Range /Map No: CC , p / 6U . U V (�"/�� / 19.28.19.1695 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS EL V. -3 Ys 03F 10- 0 Septic Benchmark Dosing Alt. BM 9.2 w r �'I S o ��u�.� lQ f" �s (a Aeration Bld . Sewer r i �riGr 5• s y 3S Holding St/Ht Inlet 36 � o.ZS g3. 6o TANK SETBACK INFORMATION St/Ht Outlet TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic > � ' I 2 y Dt Bottom Z q Z j� Dosing Header /Man i Aeration Dist. Pipe -7 /D S Holding - — - - -- — Bot. System 1610 3.ss ado. 3 PUMP /SIPHON INFORMATION Final Grade Manufacturer Demand St Cover GPM --r' y U z 5- Q Model Number TDH Lift t / Friction Lp s r S t yste `ead TDH _ Fit Forcemain Length , Dia. Dist. to Well I /P ( I J D 2 Nom / ,J - r SOIL ABSORPTION SYSTEM BED/TRENCH Width l Length No. Of Tre� �s PIT DIMENSION No. Of Pits Inside Dia. Liquid Depth DIMENSIONS, ` v K �/ SETBACK SYSTEM TO jP/LW JBLDG WELL LAKE /STREAM LEACHING anufacturer: INFORMATION / /_ CHAMB Type O�: y7 & 0 r I NIT Model Number: DISTRIBUTION SYSTEM Header /Manifold Distribution x Hole Size x Hole Spacing Vent to Air Intak % / Length 2 Length g0. Dia Spacing J U SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only Depth Over I- fV-11 Depth Over xx Depth of eeded /Sodded xx Mulched Bed/Trench Center / S ' ,,,, e Bed/Trench Edges Topsoil xx S � - fp' `�- �z Yes [] E] No Yes i No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: / � J f, I spection #2:�/ t 3 N 7 Location: 358 Mitchell Road Hudson, WI 54016 SW 1/4 SE 1/4 19 T28N R19W Trebus Valley Estates Lot 3 Parcel No: 19.28.19.1695 1.) Alt BM Description 2.) Bldg sewer length - 7S2 - amount of cover - qq �^ 6 ,e9co�aSor Plan revision Required? 1 1 Yes L6X0 Use other side for additional information. _� - �- SBD -6710 (8.3/97) Date Insepctors Sign ure Cert. No. 7 $ OA Safety and Buildings Division Ct /unty 2 W 01 Washington A e P Box t6 S v O. 7 2 ,. o g •. 7 Madison, WI 53707 - 71 Sanitary Permit Number (to be filled in by Co.) s -�.. 'De 66 315 g - artment of Commer (608) 2 t Sanitary Permi ate Plan i.D. Number , v9y �a = TVA"I y to PP hcat;< DiE in accord w t R t h Comm 83.21, W1s. Adm. Crx1e, personal Informal n you pro / D ma be used for e o d r is xcna u1, exlr Y Y p fN Ivucy Law, x13.114 l)(tn) •c r r 1,c t ng a1, r0s. 5 I. Application Information - Please Print All information c-R-9 3 0 ?o w T Property Owner's Na me... �I� �-�y G —� _ 1 r N74� �� 1 ►- �•^-�t r - ZOl`1VN 1,l q Lot Illuck k' Property Owner's M ailing Address Property Location City. State . Zip Code Phone Number �— r�• —�� rA,Section � ,' (eirclo ) 111. Typo or Building (check all that apply) f 1, - ' N . R j_?_�13 00 19 1 & 2`Family Dwelling - Number of Bedrooms � Sulxlivision Name CSM Nundwr ❑ I ublle /Cornmerclnl - Describe Use_ ❑ State Owned - Describe Use - I IChy ivillogt: I I`rOWlHhill or III. Type of Permit: (Check only one box on Him A. Comple line 11 If a p - ptTO 13 A. New System ❑ Replacement System I I 'irrealmew /I lolding Tank 11cphrcenrcnt Only I I Other M od I Mill loll Io lixistiug Sysicul B. ❑ Permit Renewal ❑ Permit Revision II Change of CI Permit Transfer to New List Previous Permit Number 1od little Issued Before Expiration Plumber Owner s, u N. T e of POWTS S stem: (Check all that ap ply) X ' = , ❑ Non - Pressurized In- Ground ❑ Mound > 24 in. of suitable soil r Mound < 24 in. of suitable soil U At- Grade Cl Single Pass Sand Filter ❑ Constructed Wetland ❑ Pressurized In- Ground ❑ Ilolding Tank I.] Peat Filter r I Acrobie Tre;ument Unit F I Recirculating Sand Filter ❑ Recirculating Synthetic Media Filter ❑ Leaching Cha I I Dri Line i) Gravel -l ess Pi le I I Other (explai ) V. Dis ersnl /Treatment Area Information: • - TT6 6j Design Plow (gpd) Design Soil Application Rate(gI>.I N I) n I)ispers;ll Area Required Of) Dispersal Area Proposed (sll System R10vatiun -7 O 0 . 3 b 0.0 so.► _ ___ _ _._._ /6 /. 3-S 7 ._.__-_. . - _._� 7� __ ._ _ __ _ V1. Tank lnfo Capacity In Total Number Mill Ill 1'1 Site Stcci Iiihr r Plastic 01llom (1111ous ol• units Conercie Constructed Wass New lixisllug Tooks Tanks Septic or Ilnlding'1'ank I cS � .�..� _ ..._.. q ( 1 (Z. cornw _ Acroh a 'moment (lull I)oslug Chambcr - VII: Responsibilit Stateme 1, the undersigned assunte responsibili for hls iallation or t h e 1't)W shown on the tdl ached piaus. _ Plumber's Na me (Print) Plumber's Si gnature MP /MPRS Nunther --I - — Jlusiness Phone Number u. �Iam � C-wy l o vz) A mn Plumber's Addre ss (Street, City, State, Zip Codc) W r N A i s VIII. Count /De artment Use Only_ Approved ❑ Disapproved Surcharge I'erom lice ('ucludes Grourulwalcr l_ Dille issued tssi iug Agent Signature (No Stamps) Surcharge lice) 2 D � ❑ Owner Given Reaso for 1)eniat �� IX. Conditions of Apprirnval /Reasons for Disapproval SYSTEM OWNER. 1 Septic tank, effluent filter and dispersal cell must all be serviced / maintained as per management plan provided by plumber. 2. All setback requirements must be maintained as per applicable code /ordinances. Attach complete plans (to the County only) for fire system on paper not less than 81/2 x 11 inches In site � , SR D , 6398 '(R. 01103) n 330 �f tp VQ VX t S n 2 n U ILI -•a _ Z 2 � s Q m m T l n � Z �z Q b ,.• p N d � T z Q ._ a �i� wan Safety and Buildings ov PO BOX 7162 commerceml. g MADISON WI 53707 -7162 TDD #: (608) 264 -8777 i sco n s i n www.commerce.state.wi.us /sb Department of Commerce www.wisconsin.gov Jim Doyle, Governor Cory L. Nettles, Secretary August 23, 2004 CUST ID No.220673 ATTN. POWTS Inspector CHARLES L WEBSTER ZONING OFFICE WEBSTER EXCAVATING, INC. ST CROIX COUNTY SPIA N5815 770TH ST 1101 CARMICHAEL RD ELLSWORTH WI 54011 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 08/23/2006 Identification Numbers Transaction ID No. 1049490 SITE: Site ID No. 688122 JTB Properties LLP - Dwelling Please refer to both identification numbers, Mitchell Rd above, in all correspondence with the agency. Town of Troy, 54022 St Croix County SWIA, SETA, S19, T28N, R19W Lot: 3, Subdivision: Trebus Valley Estates FOR: Description: New Mound System / 750 gpd Object Type: POWTS Component Manual Regulated Object ID No.: 975508 Maintenance required; 750 GPD Flow rate; 15 in Soil minimum depth to limiting factor from original grade; System(s): Mound Component Manual - Version 2.0, SBD- 10691 -P (N.01 /01), Pressure Distribution Component Manual - Version 2.0, SBD - 10706 -P (N.01101); Biofilter The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s. 145.06, stats. r, The following conditions shall be met during construction or installation and prior to occupancy or use: C ",f. 1. This system is to be constructed and located in accordance with the approved plans and with the component manuals listed above. p£P.4 OrVlStp � 2. On page 2, the dwelling has five (5) bedrooms as indicated on pages 1 and 7. A copy of the approved plans, specifications and this letter shall be on -site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. All permits required by the state or the local municipality shall be obtained prior to commencement of construction /installation/operation. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. CHARLES L WEBSTER Page 2 8/23/2004 The above left addressee shall provide a copy of this letter to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerel Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 eter E Pagel Private Sewage PI viewer, Integrated Services WSMART code: 7633 (608)266-2889, M - F, 0630 - 1500 Hrs pepagel@commerce.state.wi.us cc: Leroy G Jansky, Wastewater Specialist, (715) 726 -2544 WEBSTER EXCAVATING, INC. N5815 770th St. Ellsworth, WI 54011 x (715) 273 -3430 ...�_ POWTS Index Sheet Page t of 8 Mound System for a 5 Bedroom Residence Property Owner/Proiect Name JTB Properties LLP/McDonald Construction RECEIVEn Trebus Valley Estates, Lot 3 SW 1/4 SE 1/4, S19 T28 N, R19W AUG 13 2C Town of Troy, St. Croix County, WI SAFETY & BLDGS. Dm Contents CORRECTION NEEDED Page 1 of 8 Index Sheet Plot Plan SEE CORRESPONDENCE Page 3 of 8 Plan V iew Cross Section Page 4 of 8 Distribution Pipe Layout Page 5 of 8 Pumping Chamber Layout Page 6 of 8 Pump Performance Curve Page 7 &8 of 8 Management Plan •`�� S C 0 Ms+ CHARLES L r f WEBSTER = E•18803 cc a EL WORTH s U i �'•, WIS. .r A I �' l o y r Ft , Component manual used: oe F cF Name: Mound Component Manual for POWTS ° cs Version: 2.0 SBD- 10691 -P � °NOO Date: January 30, 2001 Name: Pressure Distribution Manual for POWTS Version: 2.0 SBD10706 -P a IUD o A S (l _ n F ra m Cl) m CDO CA- rl [ ) .,� d 0 0 0 w a I ° rn °\ ` I moo , V & I�Q - S P Page, .Of ?� • pfd►, v:�w CYO9J s'e� t; on Approved synthetic Covering r�sTti�t c 33 Distribution Pipe Medium Sand H G z Topsoil F Elev /V .3 —J I D E Cow ♦nom IN / % Slope Bed Of - 2 Force Main Plowed Aggregate From Pump layer sec P.pTdell od �or d i{e n�' t RO'ce O 1- Ft� �hc�t.FJ E a.74. Ft. Cross Section Of A Mound System Using G- g Ft . A Bed For The Absorption Area G rj. 5' Ft . A Ft. H / -Q Ft. Linear Loading Rate = /LN FT B Ft. Design Loading Rate= 0.30GPD /SQ FT j 7 Ft . J 7 Ft. K oZ Ft. --.09-- L Z/ o Ft. W 3S' Ft. L 4 t�s I Observation Pipe t % K o - -- ' w - --- - - - - - - -�� IF' rl $toDistribution Bed Of 2 2 Z " Pipe Aggregate I iv B (3 /1f fS) Observation Pipe � N (rnchbr securely) TG�rrr - u p ph �� P 4 1 d nc� e s be P }�Yi e ! f cd �o, h > v e t ti e !�. t -1�,�, 6�'n c� e r s /o tt e of sce�c.re /fi d �, e� o red � Page of 2� Perforoted Pipe Detall 0 End View ),Perforated I' PVC Pipe J / Holes Located On Bottom, Set deed+/ Are Equally spaced •n to e I s � ��• 0 ,, YE N � 1 / PVC Manifold Pipe n ch � l � rG1oG Q ` 1 Dlsirl�ullon t T +f / Pipe $' C dcfid�! —� P 1 6 4 OPY Dist Pip Layou _ S 3 Ft. ' roev or. ae = �� G_� pfi of s 0 � X � �' �7•h•�i,.c.,nrC'n � �io,a� � Inches PrCr-rGt Y Inches ow e•- � l Hole Diameter Inch Lateral �_ Inch(es) z� p"Z Manifold Inches Force Main " a Inches j # of holes /pipe 1 I tti rcl[✓ed �/1, Invert Elpvation of Laterals /° /•R SFt. P ,•�� e, d �et�'� / Place lst holeo21 center of manifold with succeeding holes at ^intervals. Lasf �� /e. �o e oAI Isi f eOl 2nd off' d,S tr brtT�,O, C� �/ page S Of 2� ' c6 .�6 ;eJ�,., ck t y6e� -- �;17 C (No Scale) p /JSr.c re p;PO��ja{y .Approved Locking Manhole Covers With Warning Labels Attached Weatherproof Approved _ , �,t•:+ /y,� ✓�` ��,d Junction Box Vent Cap -� 12" Minimum j 6"j 04 In ;Murn ' t 4" Minimum Quick t 18" Minimum _ l Disconnect i r 1 /4" Weep o le Ho Baffle a & {' b � • /Dv) ; L A Alarm On *APPROVED Off 6' Fl - 7,9, 3 3 JOINTS WITH APPROVED PIPE J 3' ONTO SOLID SOIL Conc. Block 3" of Beddi na Under Tank;_ *_ P wt �...wp d /yrm Number of Doses:S -.3 Per Day Se/�dvdte:;hcc�i tS Gallons Per Day / ;. Doses: ) . / Lr Volume of Back fI ow:Z4��'� 32.6 Gal 1 ons Tank Manufacturer: � ��hc/�t�eR.,odac-4 Total Dose Volume: ........ = 17 y Gallons Tank Size - Septic /Pump: /,S 3' 117SO Gallons Alarm Manufacturer: 4ekez d1mo, Model Number: D L.v Capacities: A 1 inches or 5 - )9 Ga1Ions Switch Type: src.<< 441 + B _ inches or s Gallons Pump Manufacturer: 6."/C/ + C , inches or i 7S Gallons Model Number: 36?8,r wFo S H + 0 L nches or o o Gal 1 ons Minimum Discharge ate: a t Total ..... = = Z inches or ?S Gallons Vertical Difference BetKeen Pump Off and Distribution Pipe: Mi nimum Required Supply Pressure: ...........+ 6'S Feet .,�© Feet of Force Main x /.3.3 - Friction Factor /100 Feet: + 9 eet Inch Diameter Force Main Total Dynamic Head:.. . _ 53- Feet in T ank L n l$3i % • Wi O/' Liq Depth vernal a Dimensions: e th dth/ 1 hh Iv- 4 00 �Pd l ��� p n• F x . ��i�> �,,/t��, ;., Fed. /►; ('.s S i4JJ U I stJlatil'n 'VS 1 FS Desig for Co s inuous GSA 2 a ' t /Kl ff R% HP m� ° ;s• Co ation: Pump vatirgs are k c�cb:f =b l ~� insulation As'iat�n ur u? �ti Min the im - 7-or m. nufacturL'S tas r C � ='ads• r ► rl�,► -��► t�icm�inc iiniks, GWm Nimps is �SL'�1t?� pl.� t.s rFF 13 0 / /4C VV ' :. - ' •. ' 174 11 Iba�; - - -;- - 5 fr . ; , . 60 ~ ~� . r - - ......' .. '........ . .. .... 0 10 . ZO 3a 40 5 6 SQ 70 80 90 34th 116 1 130 '' 1 4 0 150 1 I--- J----- -L•--- - -L - -- _= _---- 1 -- __---- - - - -L- --- L----- = - - - -- ------ �- - - - -L- -:. '� c5 14 i� 4WAQ1Y Gould-Isk Pumps k: con I ITT 'ndu str POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page C of FILE INFORMATION SYSTEM SPECIFICATIONS Owner �-`- L_Lp Septic Tank Capacity S'�j al C3 NA Permit # Septic Tank Manufacturer `s ❑ NA DESIGN PARAMETERS Effluent Filter Manufacturer ❑ NA Number of Bedrooms ❑ NA Effluent Filter Model A 1Gb ❑ NA Number of Commercial Units NA Pump Tank Capacity qS0 gal ❑ NA Estimated flow (average) .S gal/day Pump Tank Manufacturer l ❑ NA Design flow (peak), (Estimated x 1 . 5 ) S"'Q gal/day . Pump Manufacturer Gdv\A ❑ NA Soil Application Rate , 30 gaVdaylW Pump Model 39g5 WHO H H ❑ NA Influent/Effluent Quality Monthly average' Pretreatment Unit N NA Fats, Oil & Grease (FOG) 530 mg /L ❑ Sand/Qravel Filter ❑ Peat Filter Biochemical Oxygen Demand (BOD 420 mg /L ❑ Mechanical Aeration ❑ Wetland Total Suspended Solids (TSS) 5150 m /L ❑ Disinfection ❑ Other. Effluent Quality anufacturer Pretreated E ty � NA Monthly average" Dispersal Cell(s) Biochemical Oxygen Demand (B(jD s30 mg /L ❑ In- ground (gravity) ❑ In- ground (pressurized) Total Suspended Solids (TSS) 530 mg /L ❑ At -grade ,,Mound Fecal Coliform (geometric mean) 510 cfu /100m1 ❑ Drip ❑ Other Maximum Effluent Particle Size Y inch diameter Values typical for domestic (non- commerc)aD wastewater and septic tank effluent. Values typical for pretreated wastewater. MAINTENANCE SCHEDULE Service Event Service Frequency Inspect condition of tank(s) At least once every ❑ months p2 years) (Maximum 3 yrs.) Pump out contents of tank(s) When combined sludge and scum equals one -third %) of tank volume Inspect dispersal cell(s) At least once every ❑ months jkyear(s) (Maximum 3 yrs.) Clean effluen filter At least once every 1,,P_- months . ❑ year(s) Inspect pump, pump controls & alarm At least once every f}5 &J- ❑ months ❑ year(s) ❑ NA Flush laterals and pressure test At least once every ❑ months ❑ year(s) ❑ NA Other. At least once every ❑ months ❑ year(s) ❑ NA Other At least once every 0 months ❑ year(s) ❑ NA MAINTENANCE INSTRUCTIONS Inspections of tanks and dispersal cells shall be made by an individual carrying one of the following licenses or certifications: Master Plumber, Master Plumber Restricted Sewer, POWTS Inspector, POWTS Maintainer, Septage Servicing Operator. Tank inspections must Include a visual inspection of the tank(s) to identify any missing or broken hardware, Identify any cracks or leaks, measure the volume of combined sludge and scum and to check for any back up or ponding of effluent on the ground surface. The dispersal cell(s) shall be visually inspected to check the effluent levels in the observation pipes and to check for any ponding of effluent on the ground surface. The ponding of effluent on the ground surface may indicate a failing condition and requires the immediate notification of the local regulatory authority. When the combined accumulation of sludge and scum in any tank equals one -third %) or more of the tank volume, the entire contents of the tank shall be removed by a Septage Servicing Operator and disposed of in accordance with ch. NR 113, Wisconsin Administrative Code. The servicing of effluent filters, mechanical or pressurized POVVTS components, pretreattment components, and any other maintenance or monitoring at intervals of 12 months or less shall be performed by a certified POWTS Maintainer. A service report shall be provided to the local regulatory authority within 10 days of completion of any service event. START UP AND OPERATION For new construction, prior to use of the POVVTS check treatment tank(s) for the presence of painting products or other chemicals that may impede the treatment process and /or damage the dispersal cell(s). If high concentrations are detected have the contents of the tank(s) removed by a septage servicing operator prior to use. v Y Page U of ` System start up shall not occur when soil conditions are frozen at the infiltrative surface. During power outages pump tanks may fill above normal highwater levels. When power is restored the excess wastewater will be discharged to the dispersal cells in one lar a ove r9 P () g dos e, rioading the cells) and may result in the backup or surface discharge of effluent To avoid this situation have the contents of the pump tank removed by a Septage Servicing Operator prior to restoring power to the effluent pump or contact a Plumber or POWTS Maintainer to assist in manually operating the pump controls to restore normal levels within the pump tank. Do not drive or park vehicles over tanks and dispersal cells. Do not drive or park over, or otherwise disturb or compact, the area within 15 feet down slope of any mound or at -grade soil absorption area. Reduction or-elimination of the following from the wastewater stream may improve the performance and prolong the life of the POWTS: antibiotics; baby wipes; cigarette butts; condoms; cotton swabs; degreasers; dental floss; diapers; disinfectants; fat; foundation drain (sump pump) water, fruit and vegetable peelings; gasoline; grease; herbicides; meat scraps; medications; oil; painting products; pesticides; sanitary napkins; tampons; and water softener brine. ABANDONOMENT. When the POWTS fails and/or is permanently taken out of service the following steps be taken to Insure that the system is properly and safely abandoned in compliance with ch. Comm 83:33, Wisconsin�Administrative Code: • All piping to tanks and pits shall be disconnected and the abandoned pipe openings sealed. • The contents of all tanks and pits shall be removed and properly disposed of by a Septage Servicing Operator. • After pumping, all tanks and pits shall be excavated and removed or their covers removed and the void space filled with soil, gravel or another inert solid material. CONTINGENCY PLAN If the POWTS fails and cannot be repaired the following measures have been, or must be taken, to provide a code compliant replacement system: • A suitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorption system. The replacement area should be protected from disturbance and compaction and should not be infringed upon by required setbacks from existing and proposed structure, lot lines and wells. Failure to protect the replacement area will result in the need for a new soil and site evaluation to establish a suitable replacement area. Replacement systems must comply with the rules in effect at that time. • A suitable replacement area is not available due to setback and/or soil limitations. Barring advances in POWTS technology a holding tank may be installed as a last resort to replace the failed POWTS. • The site has not been evaluated to identify a suitable replacement area. Upon failure of the POWTS a soil and site evaluation must be performed to locate a suitable replacement area. if no replacement area is available a holding tank may be installed as a last resort to replace the failed POWTS. Mound and at -grade soil absorption systems may be reconstructed in place following removal of the biomat at the infiltrative surface. Reconstructions of such systems must comply with the rules In effect at that time. <<WARNING>> SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES AND /OR INSUFFICIENT OXYGEN. DO NOT ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT. RESCUE OF A PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE. ADDITIONAL COMMENTS POWTS INSTALLER 9.) POWTS MAINTAINER Name W «Li t'- �!2_�. Name ' Phone (S', q Phone SEPTAGE SERVICING OPERATOR JPUMPER l� /t! LOCAL REGULATORY AUTHORITY Name .. Agency 57 no/jr Ji ? Phone Phone This document-was drafted by the staffs of the Green Lake, Marquette and Waushara County Zoning and Sanitation agencies. This document meets the minimum requirements of ch. Comm 83.22(2)(b)(1)(d) &(f) and 83.54(1), (2) & (3), Wisconsin Administrative Code. Use of this document does not guarantee the performance of the POWTS. GMW (2/01) I Wisconsin Department of Commerce SOIL EVALUATION REPORT Page of Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code �1 �f �� Attach complete site plan on paper not less than 8 1/2 x 11 inches County in size. Plan mugt ° CS'ot x include, but not limited to: vertical and horizontal reference point (BM), directjo end ;J parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road 0 — 1.4s— 30 — Ord Please print all information, R iewed by Date Personal Information you provide may be used for secondary purposes (Privacy Law, s. 15 04 (1 (m)). 4 Property Owner ]"TC3 roQec -s L Property Location' (`('�� — flo��� ��Sf rJCT G6W.- Lot... ' 1/4 SE,1/4 S 19 T �;g N R 1q W Property Owner's Mailing Address .r 5of1 Lot # Block # Subd. Name or CSM# t - 1&01 y e S� - cr — i "!Ft cj - rre.v-5 �IL E 5 , � �5 city State Zip Code Phone Number ci Village ❑ Town Nearest Road city ❑ �( d New Construction UseLK Residential / Number of bedrooms S Code derived design flow rate 7 S4 GPD ❑ Replacement Q Public or commercial - Describe: N Apt Parent material ��� w ` o �1 a, S Flood Plain elevation if applicable 1►.1 ft. General comments and recommendations: / Boring # yy[) � Boring 1,1 Pit Ground surface elev. ft. Depth to limiting factor 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 o 4' to p,:3/ -- sk mfg a-s `l I — Si l 5 k- mj�v- 4.S 4 14-2_ R s � I k '0-5 7 5 1 7,SYR y SIR 3/ 5k rn5b � a-5 _ O. (0 U.2� ® Boring # Boring pit Ground surface elev. ft. Depth to limiting factor a 3 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 I S — 5; 1 aMSbk_ t���� 6- a o, o.� a - 1 N R 6 1 1 m a-5 l t - S f 5 I a.F r m��r a g 0. (p !, Z-53 7, SIA ` cld �.S`I 5 0-5 -' v,e, 33 57 R 8 a,b to -- o, o o. D ff0/Q IZ_ , CGN t 5 < 1 ble_ Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/L ` Effluent #2 = BOD _< 30 mg/L and TSS < 30 mg/L CST N me (Please Print) S afore ---- CST Number Address Date Evaluation Conduct6d Telephone Number NsB�� 7 ��J� Sf .E l�swnr7`�i W / 5 7Y0 1 I 7 - a 3 7f.s .1 ?3 -313 -0 Property Owner TT �� t L�-p Parcel ID # Dy� QS - 3d - O Gb Page a of 3 F3-1 Boring # El Boring 5troc }ko^ Pit Ground surface elev. 'I l l g ft. Depth to limiting factor � 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 1 - /0 3 /: 1 - — st I an.Sbk r"A (;, 0,4 o, Q ioyR y s� l ;�rnsbK ,�,�r �s — o, o, 3 is -ail �,syR 4 a a d 5 N R y / CA 3 �, k q a'�-'�� 7,S`YR S/ -y R 4 / �� 3n�sbk I`n �1 �5 _ D; y "o-10 4 -42 7,sY s /y G1 s R 5 S ml -- oJ 1- (o 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 /fg in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 'Eff#2 F-I Boring # F1 Boring E) 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 > 30 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L j 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. I SBD- 8330(R.07/00) a� ^ I 3 f 3 .? o P+ c � u ON o ' ° a a� -a N* ! h fP Qu s r 0 `l. -0, ; I s �b tl TI 0 V 4 I � � s �v n , n ` �,� oapS 1496 Wisconsin Department of Commerce SOIL EVAI,�E7IREPORT Page I of 3 Division of Safety and Buildings in accordance with C /(y %p'/ O, Wis. Adm. Code' . A.C.E. Sal & Site Evaluations Attach complete site plan on paper not less than 8 %x 11 inches in ize: ,Plan rr St. Croix include, but not limited to: vertical and horizontal reference point �, "direction d: parcelil.D. percent slope, scale or dimemsions, north arrow, and location an distance to nearest road. r 9 040- 40 -000, 0#19.28.302 Please print all information. ) st Reviewed By ' Date Personal information you provide may be used for secondary purposes (Priracylaw, 5)5.04 (# in#) a r ' Property Owner Pr J.T.B. Properties, L.L.P. C/O John W. Nielsen ` - : GovT: of Subd. Nine or CSM# 1564 West University Avenue Trebu S1lN1 SE 1k S 19 T 28 N R 19 W Property Owner's Mailing Address tot # Bloch f/ City State Zip Code Phone Number y Estates �-- s Valle _j City J Village or, Tam Nearest Road Saint Paul MN j 55104 651 -646 -1967 Troy County Highway "F" e New Construction Use: Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD ;j Replacement J Public or commercial - Describe: Parent material Glacial drift Flood plain elevation, if applicable na General comments and recommendations: Site suitable for At -grade system. Recommend installing mound system at elev. = 102.50' at 6" above 102.00' contour to increase dispersal of effluent throughout system area. Boring # -I Boring 1d Pit Ground Surface elev. 102.03 — ft. Depth to limiting factor _ 38 ° in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD1ft *Eff#1 *Eff#2 1 0 -11 10yr3/3 none sl 2fsbk mvfr cs 2fm 0.5 0.9 2 11 -22 10yr3/2 none sl 2msbk mvfr cw 2f,1 m 0.5 0.9 3 22 -38 10yr4/4 none sl 2msbk mfr cw 1 fm 0.5 0.9 4 38 -70 10yr4 /6 f2f 7.5yr 5/8 Is /sl 1 msbk mfr gw 1 f &vf 0.4 0.6 5 70 -89 10yr4/6 m2d 7.5yr 5/8 Is /sl 1 csbk mfr - - 0.4 0.6 H#4 & 5 contain an unsorted mix of 1 msbk Is & sl. Redox concentrations appear at intertface of textural changes throughout horizons. F2 ]B J Boring fil Pit Ground Surface elev. _ 102.0 ft. Depth to limiting factor _ 56° in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft *Eff#1 *Eff#2 1 0 -15 10yr3 /3 none Ifs 1 msbk mvfr cs 2f,1 m 0.4 0.6 2 15 -29 10yr4/4 none sl 2fsbk mfr cw 1f 0.5 0.9 3 29 - 39 7.5yr4/4 none sl 2msbk mfr cw if 0.5 0.9 4 39 -56 7.5yr4/6 none Ifs Imsbk mvfr cw 1vf,f 0.4 0.6 5 56 -74 7.5yr4/6 m2d 7.5yr 5/8 ft 1 msbk mvfr cw - 0.3 0.5 6 74 -90 1 m2d 7.5yr 5/ fs 1 msbk ds - - 0.3 0.5 H#5 & 6 contain 1/4" - 2" 7.5yr4/4 Om sl bands at 1" - 3" intervals. Loading rate reflects redsced permiability associated with banding. * Effluent #1 = BOD ? 30 < 220 mg/L and TSS 30 < 150 mg/L E t #2 = BOD <30 mg/L and TSS <30 mg/L CST Name (Please Print) Sig ature: CST Number James K. Tho X �--- 3602 Address A.C.E. Sal & Site Evaluations Date Evaluation Conducted Telephone Number 340 Paulson Lace lane, Osceola, WI 54020 12/5101 715- 248 -7767 property Owner J.T.B. Properties, L.L.P. C/O John Parcel ID# 040- 1078 -40 -000, ID #19.28.302 Page __ _ of 3 F # 16 � — — Pit Ground Surface elev 99.88 ft. Depth to limiting factor 36" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots "Eff#1 "Eff#2 1 0 -12 1Oyr3/3 none sl 2fsbk mvfr cs 2fm 0.5 0.9 2 12 -24 1 Oyr3 /2 none sl 2msbk mvfr Cw 2f I rn 0.5 0.9 3 24 - 1Oyr4/4 none sl 2msbk mfr cw 1fm 0.5 0.9 4 36-49 7.5yr4/6 f2f 7.5yr 5/8 Ifs 1 msbk mvfr gw 1 f 0.4 0.6 5 49 - 73 1 Oyr5 /6 m2 7.5yr 5/8 s Osg dl - - 0.3 0.5 Ff#5 contains 1" - 2" 7.5yr4/4 Om sl bands at 4" -13" intervals. Loading rate reflects reduced permiability associated with banding. Boring F-I # j� ,y� Pit Ground Surface elev. ft- Depth to limiting factor in. F S61 Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots "Eff#1 *Eff#2 F—I Boring # j Borin g Pit Ground Surface elev. _ ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots Eff#1 Eff#2 * Effluent #1 = BOD 5 > 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = B00 <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. ' i goy. � � ■ .soy'/ ed`1 /u a�io. -� �O, E � ♦ � �e t/a Mort lo3. � �'� o o•� nom "" ■ 6 0 Li 8.rr1 Topof' mare: of✓��': �r�b�� 99,B /. Assce.►iecl ele+r = iGO.�; • SICHOIX COUNTY SEPTIC' 'TANK MAIN'T'ENANCE ANT) OWNERSH11, ( I'MMI Mailing Address . 7(;0 SJ W_E_i�>d 1 g ppz,6 mtj S I (lperty Address_a�_._ (Verification required from Planning L) M " —ent lo 17 li --v/ new consliuction) 10 An ty/State _[I U p5o Parcel Identification Number h operty 1, ! W VA, Tt2 0 Sohdivi!.i , Va I Certified Survey Map p Volujile pitgc tl Warranty Deed ft qC143 Volinne .Spec h 0 yes no Lot lines Identifiable 13 Yes L."! no S Y S T M -A -1 =, t q A N Ck, Imprope u.-ir nn(I maintenance of y septic. s could result in its COTI'lists of Pumping out the septic tank every three years or sooner, if needed by a licensed pumpri Vy'h call Afrrct the function of the septic tank as a treatment stage In the waste disrK)sal system, The PIVPeztY owner air to iriaorr Tees ju b" ll , 10 St. Cmix Zoning I)eptitiriclit siglicil tiv thr mkllcl and h� I I P)UMbCr,jOIIlIlry1TlA1j plumber, restricted plumbet or a liccrisedplillipci verifying that (1) tt r oil site Is III PTOPrr operating condition aticl/ol (2) after inspection &fill vilinping (►f nct� the scl)ti I/we, the undriliKvird have read the ■lpoyc fr(I"iICrl1ent3 and C (link 1.4 less than 1"i fill[ of NIndw set lorth, herein, as set b th r )CpajtnI 4 81cc to "'allitaill the pitvate se t , al S� S ( Clll \k 1 q, ( j, stating that y0tu se )tic system ctlt of Commerce and the Dcpaitnirrif of Narmal I? rs o ljjj:cs , , )(ate of W'INom"111 days o th t j cf.. 11 fis l"c" Innill(Airied must t) colill)l ct e ( l 111 "I Irt"Illf (o t he S(, roix Couniv r expiration (late \IV I All I _ 0A H 0 (w RUMAIMN that All statrizientn on this fo llij air t rue to the beg( of Illy Ole "wlit-I('. the o i t HP ri d above, t) vItfIlc ( � f a \.,,a ­ I irk•orded ill Re.glitri of 1)rrd-, �v . to rrrnlalum 1 , 1 1tr 01 All I NT (flat is 1116-101 way ICNU)t Ill file saliflairy prin Include with this application & stall1ped warranty (Iced fi- the Register of Deed•; offi•ir A cQPY of the certified surve nutp if'reference i ma( it , the U: 2 6 18 P 10 3 ?E�9rb 1 3 STATE BAR OF WISCONSIN FORM 2 - 1999 KATHLEEN H. W ALSH WARRANTY DEED REGISTER OF DEEDS Document Number ST. CROIX CO., WI This Deed, made between J.T.B. Properties. LLP, a Minnesota RECEIVED FOR RECORD Limited Liability PartnershiR Grantor, 0 11:55AM and McDonald Construction, Inc., WARRANTY DEED Grantee. EXW i Grantor, for a valuable consideration, conveys and warrants to Grantee REC FEE.- 11.09 the following described real estate in St. Croix County, State of Wisconsin TRANS FEE: 285.66 re space is needed, please attach addendum): COPY FEE: Lot 3 Plat of Trebu i Valley Estate in the Town of Troy, St. Croix CC FEE: County, Wisconsin. PAGES: 1 Recording Area Name and Return Address 040- 1295 - 30-000 Parcel Identification Number (PIN) This is not homestead property (is) (is not) Exceptions to warranties: Easements, restrictions and rights -of -way of record, if any. I Dated this &al day of July , 2004 t operties, LLP -- _ -- __ -- - ............. - ------------- --- ---- -- - --- -- - - -- - - -• -- -- •---- --------- - ---- - - ---- - - - - -- - - — _ AUTHENTICATION ACKPTOWLEDGMF.NT Signature(s) STATE OF .............. . ................................... - - .0 County } authenticated this ......... ft0r - p WFVIQTW ... Notary public Personally came before me this _ _ • day of Ju1v 2004 the above named - - y- -- -- -- ----- ---- --- ...... a Wisconsin - -- --- Pr a ies, LLP, a Minnesota Limit dLiability - Partnership - - - #A) �iU AI L: je - n - -�- ----•---------- TITLE: MEMBER STATE BAR OF WISCONSIN � S • / ' LC L (if not, _ _ _ to me known to be the person(s) kho executed the foregoing authorized by § 706.06, Wis. Stats.) instrument d ac know! the same. THIS INSTRUMENT WAS DRAFTED BY Attornpy Kristin Ogland Hu WI 54016___ __ Public, State of My mmissio permanent. (If not, state exp i ration d ate: (Signatures may be authenticated or acknowledged. Both are not necessary.) * Names of persons signing in any capacity must be typed or printed below their signature. Informadon Profess - io - nal — s — Co - Fond du Lac, W1 STATE BAR OF WISCONSIN 800.655 -2021 WARRANTY DEED FORM No. 2-1999 . „ LLJ W t \ O co LL 0 =I N o LLI d Q 5' n 0 V7 co w 6 E-1 N x ao. CD M o, n 00 N I—� O Z La J ` `k r I L ai c 1 r N rn M N w LL- O ' a N 3 \ N QI W fg N \ 1 N b[) M 1 0) I I CY) \ 00 - 125' 0 N `n s[ o I ) Z � to O1 5 40, p7 \ •O 4,500.29. $go LL: iA \ W U N w 'C-4 r '�” � s � to � � � , � \ • �� j M N i a 1 13'02 02 W o O ' N 554 to �' 7 N Z ' LZ \ ii w I 1 Q L \ Z 1 r N 1 Ln 125 L 0 W=�., n Qp �RO a — N r � � i � � I tQ G I I 330 `D �\ r o T , C) R o G -1 h OD � n W p p. -4 rn b m � w 1 ^ xO O Q mm r � D N m N _ Z a W ca w r C 3 'z 90 � N A- m - A v _� z err i U) N m l�� 2422 Enterprise Drive �t * Mendota Heights, MN 55120 * PIONEER LAW SUKAND" • cvL a a+�xs ( 1) 681 -1914 PAMM -9489 . �c LAND PLANNERS• LANDSCAPE ARCHITECTS 625 Highway 10 N.E. * engineering Blaine, MN 55434 * * * (783) 793 -1980 FAX:783 -1893 Certificate of Survey for: AAC`nf1N �� D COI�1 1C;TION MIT CH ROAD WISCONSIN 2 BUYER: GERCZAK HOUSE DETAIL NO SCALE � r�o�1'q ►� � - 1.O _ P o � o i 1 / -- — O 20, END 0 OP 31.0 PRHOVSE ° a)/12. GARA /j° ; o f CD .P .0 / 06.5 o/o - -�° o / 0 2 9 . 0 - 0 23. 9. 510 - uo�R� \ O i 64. �SC�N i -- - - - - -- PET R J. HA SO 2 93 BURN VILLE, MN SURv I PROPOSED HOSF— NOTE: PROPOSED GRADES SHOWN PER GRADING PLAN BY: HUMPHREY ENGINEERING LOWEST FLOOR ELEVATION: 1 905 L NOTE: BUILDING DIMENSIONS SHOWN ARE FOR HORIZONTAL AND VERTICAL LOCATION TOP OF BLOCK ELEVATION: OF STRUCTURES ONLY. SEE ARCHITECTUAL PLANS FOR BUILDING AND 0 FOUNDATION DIMENSIONS. GARAGE SLAB ELEVATION: NOTE: NO SPECIFIC SOILS INVESTIGATION HAS BEEN COMPLETED ON THIS LOT BY THE �tAD�I TOB ®LOOtOUT ELEVATION: SURVE THE SUITABILITY OF SOILS TG SUPPORT THE SPECIFIC HOUSE YOR, PROPOSED IS NOT THE RESPONSIBILITY OF THE SURVEYOR. NOTE: THIS CERTIFICATE DOES NOT PURPORT TO SHOW EASEMENTS OTHER THAN ( 000000.00 DENOTES 00) DENOTES PROPOSED ELEVATIEVATI G ELE VATION THOSE SHOWN ON THE RECORDED PLAT. (.ON — DENOTES DRAINAGE AND U11UlY EASEMENT NOTE: CONTRACTOR MUST VERIFY DRIVEWAY DESIGN. DENOTES DRAINAGE FLOW DIRECTION NOTE: BEARINGS SHOWN ARE BASED ON AN ASSUMED DATUM — �r-- DENOTES omm --E= DENOTES OFFSET HUB WE HEREBY CERTIFY TO MCDONALD CONSTRUCTION THAT THIS IS A TRUE AND CORRECT REPRESENTATION OF A SURVEY OF THE BOUNDARIES OF: LOT 3, TREBUS VALLEY ESTATES ST. CROIX COUNTY, WISCONSIN IT DOES NOT PURPORT TO SHOW IMPROVEMENTS OR ENCROACHMENTS, EXCEPT AS SHOWN. AS SURVEYED BY ME OR UNDER MY DIRECT SUPERVISION THIS 22ND DAY OF JUNE, 2004. SIGNED: /AE E ENGINEERING, P.) SCALE : 1 INCH = 40 FEET BY: Peter J. Hawkinson Reg. No. 2493 3593 104175000 JAK /CRH /NJL /JAK SHEET 1 OF 2 i S89'35'25 "E N � 9 . 3q �4 "E 104.58 - - �� / / 1 1 1 1 1 \ \ OPEN SPACE a te• PER PLAT 3 1 i l 1 1 1 - - � TREE LINE � 9oe.o _��� - -- - - -- fir-- ---- - - - - -- 90J -7• / 908.3 0 , •� �- � 910.3 / 9.3 � X08. 910.0 909.0 908.8 x 905.5 - -5 1 8.0 - - - 909.0"'' "' ...gC6. x 905.5 ' � 905.1 _ ' x 904.7 4 V � x 903.7 8,0 900.0x- 90R.0- _ J AO ' I --- _ -- Z-• '` .�90 +.0•� __- ._.. -- x902.9 J 904.0 BENCH MARK _ � A , . cr_ • ~ TOP OF SPIKE ELEV.= 901.40 �` 04:6 -•- •--- - - - - r9g4.t1' -' 902.Sx c 901 •-•-- 1 - -•'-'- '1 -- •- -- x901.2 - 1 �i --- 9020 gn 901. •I �` ��,.i BENCH MAR 900.9 1, / 1 901.4 x 90as 901.9 TOP OF SPIKE x i � t0 ELEV.= 899.9 s- (� �I q�• a 9.i3►` 5 - • 99.8 x 899.8 \ 00.4 � Q7' x q0 9024 ' l 1 6) �.+� u 8.4 699.6 _ 9.7 D5� w . .8 �� •9 � 899.5 p Op i 9 %') a Q� 9a09. Q ' 1899 98 J _ ' ' .89&0 I_ � 838.5 Lq A 5 -0 5.6 -� - 8 -• ` 897 a' 7.8 i� qp�• \ X % 2� u Q� 97. &_ x S r/ 96. 897.7 x ,{ L -- 096 89 8 tY ` 2 89.9 ({� a 1 M E a, 1 ` E SE NT .a p_ . _�ab� 98.0 ,' D Rp1NPt 41 ,fpER 89 8 1 894.1 x895.1 / TSE x 899.0 a P� I,AE N 4.8 j x 894.3 t r 1 / % ir 11 94.1 x 94.6 HVIL 8 �� 1 1 Jr1p 8 �4,Q 894.3 t%-\ ..' i ._ 8880 x V�;7 893. .7 \ `.� 'DO - � "\' O' x I C 888.1 3.0 k 893.4 r .--89 1 ��t0,0"' N 892.2 W ✓ I \ 1 1 �� S� 891.5 896.3 892.6 ni l , PS00 X87:4 t� j� 99 � \ 896.7 89 / _ f 27 r i / � nd a.g3 s _ � La^"� �`' �"'- x -897 0-..•• •''�" .x••694.0 -- "� 3 �� JX �"'�� 9 89 895A ✓ Ee 892.7 ".:. / 9.a _. . 894.8 94.0 `~ r :. _ .... 891.1 •• ••• �-� 891.1 90.0 , :.... X893 X U•'" - 688.7 7 5.4 895.9 .. . ... ... ...... 89&5 �; ... .. 895.1 _x895.7 f J O A *a- 894.6 _x893 EDGE 893.9 - BIT - • 893.0 893.6 x 894.8 ED GE Of �P WLVERTS_ 888.3 89� 3.4 888.3 x 888.2 888.3 x N � 9 . 5 q.•A8 "E Rpp.D / gloveHE LOT 3, TREBUS VALLEY ESTATES LINTY WISCONSIN ST. CROIX CO SCALE INCH = 4 FEET REVISED 07 -07 -04 ROTATE HOUSE REVISED 07 -09 -04 ADD CONTOURS REVISED 07 -20 -04 RESTKED 3593 104175000 JAK /CRH /NJL /JAK. SHEET 2 OF 2