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030-2082-20-000
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Croix County Zoning Office offer the service of septic and water inspections to Lending Instituti ns, Realty Firms, private individuals. co mpltion of thin fare i6 can __ that the e 2roRerty can be located • Please provide the following information, enclose appropriate fee made payable to St. Croix County Zoning Office, and mail, along with form to the above address. Testing will be done as soon as possible after fee and form are received. WATER TESTING------- --------------------- FEE: es and coliform bacteria) FEE: ,... 1 �3 SEPTIC SYSTEM INSPECTION--- --------- - - -- -FEE: $25.0 (Determines if system is properly function at t me of inspection) C �� Fropert'y' o er's name owner's address I S, - Legal Description _1/4 of a —1/4 o section , T N -R Town of Lot N er Su iv slop Name � c.cx�c�,'l Color of house r Rea sign by se? If so, list firm.- 3 j PLEASE INCLUDE, IF AT ALL POSSIBLE, A MAP, .e,cOPY OF PLAT BOOK, WITH LOCATION SHOWN, AND A COPY OF THE LISTING SHEET. Testing of residential water requires a sample that is fresh. If the home is vacant, and has been so for some time, the water line must be purged by running the water for several hours before the test can be conducted. WINTER TESTING: Many times water lines are turned off, or sill cocks are turned off, making access to the home necessary. If this is the case, please make proper arrangements with this office to ensure time when entry may be gained. Firms or individual re uestin services : Telephone Number /) /T c REPORT TO BE SENT TO: a C lvK f closing date Signature 2 0 % %� ". I ti % I SERCO Laboratories 1931 West County Road C2. St Paul. Minnesota 55113 16121 636-7173 LABORATORY ANALYSIS REPORT NO: 1298 PAGE 1 06/01/90 Commercial Testing Laboratory DATE COLLECTED: 05/23/90 514 Main St. Box 526 DATE RECEIVED: 05/24/90 Colfax, WI 54730 COLLECTED BY : CLIENT DELIVERED BY : CLIENT SAMPLE TYPE WELL WATER Attn: Pamela Gane Sent in By-.$t. Cxois Zoning 9-11. 4th $t.. , Pud•son, YTI ..54016 SERCO SAMPLE NO: 38850 SAMPLE DESCRIPTION: Mark Edwards PO 491 ANALYSIS: 1392 Woodland Court, Houlton, WI ---------------------------------- - - - - -- -- - - - - -- Bromodichloromethane, ug /L <0.2 Bromoform, ug /L <0.5 Bromomethane, ug /L <1.0 Carbon tetrachloride, ug /L <0.2 Chlorobenzene, ug /L <1.0 Chloroethane, ug /L <0.4 2 Chloroethylvinyl ether, ug /L <0.4 Chloroform, ug /L <0.5 Chloromethane, ug /L <0.6 Dibromochloromethane, ug /L <0.4 1,2 Dichlorobenzene, ug /L <1.0 1,3 Dichlorobenzene, ug /L <1.0 1,4 Dichlorobenzene, ug /L <1.0 Dichlorodifluoromethane, ug /L <0.5 1,1 Dichloroethane, ug /L <0.1 1,2 Dichloroethane, ug /L <0.2 1,1 Dichloroethylene, ug /L <0.2 1,2 Dichloroethylene, trans, ug /L <0.1 1,2 Dichloropropane, ug /L <0.1 1,3 Dichloro -l- propylene, cis, ug /L <1.5 1,3 Dichloro-1- propylene, trans, ug /L <0.9 Methylene Chloride, ug /L <5.0 1,1,2,2 Tetrachloroethane, ug /L <0.2 Tetrachloroethylene, ug /L <0.2 1,1,1 Trichloroethane, ug /L <0.1 < means "not detected at this level ". 1 mg = 1000 ug. Member SERCO Laboratories 1931 West County Road C2. St Paul. Minnesota 55113 16121 636-7173 LABORATORY ANALYSIS REPORT NO: 1298 PAGE 2 06/01/90 SERCO SAMPLE NO: 38850 SAMPLE DESCRIPTION: Mark Edwards PO 491 ANALYSIS: ---------------------------------- - - - - -- -- - - - - -- 1,1,2 Trichloroethane, ug /L <0.1 Trichloroethylene, ug /L <0.4 Trichlorofluoromethane, ug /L <0.7 Vinyl chloride, ug /L <1.0 Benzene, ug /L <1.0 Ethylbenzene, ug /L <1.0 Toluene, ug /L <1.0 All analyses were performed using EPA or other accepted methodologies. Samples that may be of an environmentally hazardous nature will be returned to you. Other samples will be stored for 30 days from the date of this report, then disposed of by SERCO LABORATORIES. Please contact me if other arrangements are needed. Report submitted by, r. i Diane J. nderson Project Manager i < means "not detected at this level". 1 mg = 1000 ug. Member T • a ST. CROIX COUNTY n WISCONSIN t ZONING OFFICE ST. CROIX COUNTY COURTHOUSE 911 FOURTH STREET • HUDSON, WI 54016 (715) 3864680 �12Z G u-) '73 F May 21, 1990 VOC test for Mark Edwards, located at 1392 Woodland Court, Houlton, Wisconsin, 54082. Please send results to the St. Croix County Zoning Office, 911 4th St., Hudson, WI 54016 I Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix ,$afely and Building Division INSPECTION REPORT Sanitary Permit No: 515050 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: Karasch, Gary & Penn X I St. Joseph, Town of 030 - 2082 -20 -000 CST BM Elev: Insp. BM Elev: BM Description: Section/Town /Range/Map No: v / G' G _ ' G i h l 25.30.20.699 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS _ HI _ _ FS E EV. Septic Benchmark ` cl 33 Dosing r Alt. B Aeration Bldg. we 5 2 5 i �_ -,� 0 2 3, 9 T 8 Holding S t Inlet , 3,qj X TANK SETBACK INFORMATION St/ t Outlet 7 t 3.6 �( - () TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic r i Dt Bottom Dosing OIL T� Head an. 24 Aeration to — Dist. Pip / �a -L 1.96 `l Holding got. System c. r � Final Grade PUMP /SIPHON INFORMATION aAmp A�A_ �k--, L A,_ Manufacturer W 1 Demand St Cover U GPM. 5 [ rs p l y.77 Model Number Z �h- ftst,tn. TDH L' Fncf n s System Head TDH Ft � 'R.< . ZS� -1l� I � i Y 2 Forcemain Length Dia. Dist. to Well / izo SOIL ABSORPTION SYSTEM BED/TRENCH Width Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS —, � q , -3 SETBACK SYSTEM TO P/L BLDG I WELL LAKE /STREAM ACHIN Manufacturer: INFORMATION CHA E R Type Of Syste / / , / U Model Number: DISTRIBI�TtQN SYSTEM I 6 0 "'Y6 Header anifold Distribution ,n Hole Size x Hole Spacing Ven to it Intake Pipe(s) L �„ � f I• f Le Dia L n th Di S in e t e a ac �' • 9 g P 9 SOIL COVER x Pressure Systems Only xx Mound At - Grade Sy Only L� t[:]No D epth Over Depth Over xx Depth of / Z7vv� r `. Seeded/ dded r�� y u Bed/Trench Center Bed/Trench Edges Topsoi Yes No [] Yes COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1; /6_1 Inspection #2: Location: 1392 Woodland CT Houlton, WI 54082 (NW 1/4 NE 114 25 T30N R20W)) Woodland Hills Lot 22 Parcel No: 25.30.20.699 7 1.) Alt BM Description = � aY 2.) Bldg sewer length - amount of cover = ��� Cf1,�,,;ft / ,I 11 � 1&10 q � �� 2 � Plan revision Required? ❑ Yes ;�No � ' if �: / Use other side for additional information. �' 1� � ��r`✓ ? -c �ci -yam �' Z BD -6710 (R.3/97) Date Insepctor s ignature ert. No. co m11eree.Wl.gov Safety and Build Division County N 201 W. Washington P ox 7162 57 , 6'e c) f i soon s i n Madison, WI 0 Sanitary Permit Number (to be filled in by Co.) Deparbiwnt of Commeme 5 / 5 Q S Ll State T Sanitary Permit Application Transaction wnber - nsactionN In accordance with s. Comm. 83.21(2), Wis. Adm. Code, submission of this f ov aural / 10 � Z 7.,513 unit is required prior to obtaining a sanitary permit. Note: Application o 17 are Project Address (if different than mailing address) submitted to the Department of Commerce. Personal information you provide may be used for secondary purpo in accordance with the Privacy Law s. 15. 1 m Stets. /4,J I. Application Information - Please Print All atlon u ! �J / yVo a 6.,J Property Owner's Name Parcel # S� Sr CRG!X f.;curq FY Q O "ZO 9a `Z 6 'DD 0 Property Owner's Mailing Address Vv n Property Location o o . . rQ lu {;/ C& Govt. Lot City, State �) �^ Zip Code {� Phone Number k I/ ,3 K, Section D U L TO V" L L � 0 p s� Z I S T D N• R L irc1E one CV IL Type of Building (check all that a L — 1 or 2 Family Dwelling - Number of Bedroo a Subdivision Name ❑ Public/Commercial - Describe Use pply) C at SLvv� Block # ❑ City of ❑ State Owned - Describq. Use CSM Number ❑ Village of 7 " f , 3 (1 Town of T, �'(}$F IP M IIL Type of Permit: (Check only one box on line A. Complete line B if applicable) A. ❑ New System Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System (explain) B. ❑Permit Renewal ❑ Permit Revision ❑Change of Plumber ❑Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Owner IV. Type of POWTS S stem /Com VDevice: Check all that app 4 0 VL OL- ❑ Non-Pressurized In- Ground ❑ Pressurized In- Ground ❑ At -Grade J 9 Mound > 24 in. of suitable soil ❑ Mound < 24 in. of suitable soil ❑ Holding Tank ❑ Other Dispersal Component (explain) ❑ Pretreatment Device (explain) V. Dis ersaUTreatment Area Information: Design Flow (gpd) Design Soil Application Ra f) ispersa Area Required (s Dispersal Area Propos (sf) System Elevation /, o // ysv 7 �D 7 D VI. Tank Info Capacity in Total # of Manufacturer Gallons Gallons Units New Tanks Tanks o > �✓ 4 I � Z 3 sr Septic or Holding Tank O D O © L. e k S Dosing Chamber :9 0 0 p p W EE ty 5 VII. Respons Statement 1, the undersigned, assume responsibility for installation of the POWTS shown on the attached Ions. Plumber's Name (Print) Plumber's S' ture I MPIMPRS Number Business Phone Number QH 5ci4r1 ('44 9437 &D ��s�SYf - 66s1 Plumber's Address (Street, City, State, Zip Code) c - T VIII. Cozen !De ailment Use Onl K. - PP — .d ❑ Permit Fee Date sued Issuing t signatur S luau Rees or Denial "o 4 23 o� IX. Conditi easons for Disapproval PBfRi 3> ate 5�6 4er�• a O'd ; 1. Septic tank, effluent finer and n dispersal cell must all be services / maintained �l . ,� �J�e Irt. A (o✓ I-e a-Q. as per management plan provided by plumber. J 2. AN seUmk requirements must be maintained o M ere ens e a system and submit to the County only on paper not less than 8 in a 11 lbehes in size SBD -6398 (R. 02/09) Valid thtu 02/11 I , j f j lec j 2 OL:T , •t C� 1�`�G S �Et� SiDilUb _ i -- -- _ 1 25 3Z x f3Z.a t30 R( Ho «'s — Y I b J l� ! Jyc Scc�a'" 3 C f'4 L t-- I, s : I I I i ' I : - - - - AMNEWAY Wo I I I , r- —ct� — L 3 _ 1 _ 0 • ` uy! � ro __ D � �+ w' ' t; � �� � I � ens T I� : - -- r' f -' S "� OfJ cis l'1'� � 5 ZZ 3 746.0 -- -- - -- - - - - -- — rt.v LwIl 7 -- - - - -- - -� - - -. 0L r - rc , l� � Sr+Eij jID b ol i 1 —I (30R( H-0(- I ►r� o� 3 3!c , TM � I P c. RIVEWAY a I 1' � — 4c r L N -- i I I 0 RIA W iI WOOD (144 0 i 0U, Or N t s - -- - �E�, Iee. > 6 r (fir _(oat .� i r l E O N /Qci 1'J'1 Pe 5 2 2 3 7 o6 0 Safety and Buildings 3824 N CREEKSIDE LA commerce.wi.gov HOLMEN Wl 54636 iscon merce www.wisconsin.gov Contact Through Relay www.commerce.wi.gov /sb/ Department of Com Jim Doyle, Governor Richard J. Leinenkugel, Secretary April 04, 2009 CUST ID No. 223760 ATTIC• POWTS Inspector JOHN F SCHMITT ZONING OFFICE SCHMITT & SONS EXCAVATING ST CROIX COUNTY SPIA 586 VALLEY VIEW TRAIL 1101 CARMICHAEL RD SOMERSET WI 54025 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 04/04/2011 Id "'enfificatidi.Ntxirili "ers' , E Transaction ID No. 1652743 SITE: Site ID No 746717 Please refer to both i en�fi cation nun Gary Karasch - �.. v„ 1392 Woodland Court move, in with`the agency. Town of Saint Joseph St Croix County NW1 /4, NE1 /4, S25, T30N, R20W Lot: 22, Subdivision: Woodland Hills FOR: Description: Mound / Three Bedroom / Sloping Site Object Type: POWTS Component Manual Regulated Object ID No.: 1221367 Maintenance required; Replacement system; 450 GPD Flow rate; 27 in Soil minimum depth to limiting factor from original grade; System: Mound Component Manual - Version 2.0, SBD- 10691 -P (N.01101), Pressure Distribution Component Manual - Version 2.0, SBD - 10706 -P (N.01 101); 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. The following conditions shall be met during construction or installation and prior to occupancy or use: Reminders • This system is to be constructed and located in accordance with the enclosed approved plans and with the component manuals listed above. • Per manual cited above, limited activities are allowed in the area 15 feet down slope of the component area. conditr' Soil compaction, excavation, vehicular traffic and other similar activities that impact the treatment and APP� dispersal are prohibited. • The existing POWTS must be properly abandoned per Comm 83.33 Wisc.Adm. Code. • A Sanitary Permit must be obtained from the county where this project is located in accordance with the SEE CORRE requirements of See. 145.135 and 145.19, Wis. Stats. • Inspection of the POWTS 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. Stat • Comm 83.22(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 mU include local inspectors. Owner Responsibilities: • Comm 83.52 Responsibilities. 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. Comm 83.54(1). • Comm 83.52(2) A POWTS that is not maintained in accordance with the approved management plan or as required under s. Comm 83.54(4) shall be considered a human health hazard. • Comm 83.55 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. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/installation /operation. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Fee Required $ 250.00 Fee Received $ 250.00 Balance Due $ 0.00 Charles L Bratz POWTS Reviewer II, Integrated Services IMl�IZT code76 (608)789 -7893 , 7:45 am - 4:30 pm Monday - Friday charles.bratz@wisconsin.gov cc: Leroy G Jansky, POWTS Wastewater Specialist, (715) 726-2544, Friday, 7:00 A.M. To 3:30 P.M. TQ0UN G AND PRESSURE DISTRIBUTION COMPONENT DESIGN INDEX AND TITLE PAGE i 5PF &i Project Name: Karasch Residence Owner's Name: Gary & Penny Karasch Owner's Address: 1392 Woodland Court Houlton, WI 54082 Legal Description: NW1 /4 NE1 /4 S 5 30N g p 2 ,T ,R2 0W Township: St. Joseph County: St. Croix i Subdivision Name: Woodland Hills Lot Number: 22 Block Number: na Parcel I.D. Number: 030 - 2082 - 20-000 Plan Transaction No.: Page 1 Index and title Page 2 Data entry Page 3 Mound drawings Page 4 Lateral and dose tank Page 5 System maintenance specifications Page 6 Management and contingency plan Page 7 Pump curve and specifications Page 8 Plot Plan Page 9 Filter Information Page 10 Soil Evaluation Report Page 11 Soil Evaluation Report cont. Page 12 Soil Evaluation Report cont. Designer: John Schmitt License Number: MPRS 223760 Date: 03/25/09 Phone Number: 715 - 760 -0486 I naffy Signature: U AM Designed Pursuant to the C0 Mound Component Manual for POWTS Version 2.0 SDB- 10691 -P (N. 01/01), and both SSWMP Publication ST-SAS on 9.6 Design of Pressure Distribution Networks for ST SA 01!81 and Pressure Distribution Component Manual Ver. 2.0 SBD- 10706 -P (N. 01/01) 0 1YDEjyC Version 6.0 (R. 04/08) Page 1 of 12 i i �: i7' � �,� �s ", '�- , i ".. I Mound and Pressure Distribution Component Design Site Information .J r R Residential or commercial Design Note: Sand fill (D) calculations assume a 300.00 Estimated Wastewater Flow (gpd) Table 8344 -3 in -situ soil treatment for fecal 1.50 Peaking Factor (e.g. 1.5 = 150 %) colfform of - 36 inches. 450.00 Design Flow (gpd) 13.00 Site Slope ( °k) 96.85 Contour Line Elevation (ft) 27.00 Depth to Limiting Factor (in) 0.60 In -situ Soil Application Rate (gpd/ft) Distribution Cell Information 64.30 Dispersal Cell Length Along Contour (ft) = 7.00 Cell Width (ft) 1.00 Dispersal Cell Design Loading Rate (gpd /ft?) 1 Influent Wastewater Quality (1 or 2) Are the laterals the highest point in the distribution Y Pressure Disribution Information network? Enter Y or N iC cr E) C Center or End Manifold 3.50 Lateral Spacing (ft) If N above, enter the elevation (ft) 4 Number of Laterals of the highest point, 0.188 Orifice Diameter (in) 2.00 Est imated Orifice Spacing (ft) = 7.03 ft /orifice 2.00 Forcemain Diameter (in) 1 7 0 X100.00 Forcemain Length (ft) Does the forcemain drain back? Y 87.00 Pump Tank Elevation (ft) Enter Y or N 3.25 System Head (ft) x 1.3 16.31 Forcemain Drainback (gal) /6 •S7o 10.19 Vertical Lift (ft) 57.74 5x Void Volume (gal) ,3 gi 3.60 Friction Loss (ft) 7AOA Minimum Dose Volume (gal) 0.00 In -line Filter Loss (ft) /"41.N System Demand (gpm) 17.041 Total Dynamic Head (ft) Lateral Diameter Selection Manifold Diameter Selection in. dia. options choice in. dia. options choice 0.75 1.25 1.00 1.50 x 1.25 x 2.00 x CX) 1.50 x Qt 3.00 2.00 x 3.00 x Gallons/Inch Calculator ( - )phonal Treatment Tank Information Total Tank Capacity (gal) 1000.00 Septic Tank Capacity (gal) Total Working Liquid Depth (in) Week's C. P. Manufacturer gal /in (enter result in cell B49) Dose Tank Information Effluent Filter Information 800.00 Dose Tank Capacity (gal) PolyLok Commercial Filter Manufp^'• - 21.76 Dose Tank Volume (gal /in) 525 Filter Model Week's C. P. Manufacturer Project: Karasch Residence Page 2 Mound Plan and Cross Section Views 1 o�r��o� Ply 3 : J FK r T p C1s A W .�. I . B i— L -� Mound Component Dimensions A A9.00 ft E 19.92 in H 1.00 ft K 8.99 ft B ft F 9.50 in z 14.52 ft L 82.28 ft D in G 0.50 ft J 4.41 ft W 25.92 ft 450.10 1 (ft) Dispersal Cell Area 1 1383.50 (ft) Basal Area Available 7.00 (gpd/ft) Linear Loading Rate 1 6.43 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 99.39 (ft) --► fig 2 rsrrii \ I F ; :: . ..... .. ..... r 98.10 (ft) Lateral Dispersal Cell 97.60 (ft) Dispersal Cell Elevation E D 96.85 (ft) Contour Elevation 13.0 % Site Slope Geotextile Fabric Cover Shading Key a'. T Dispersal Cell See lateral details on 1� = Topsoil Cap 1.5 ft Page 4 for number, size, r'rr/ Subsoil Cap 6 o l 0 0 r*0 T and spacing of laterals. ASTM C33 Sand � Z F Laterals are equally C] Tilled Layer _ 0.5 ft Typical Lateral spaced from the ❑5 �] Aggregate v � Q I distribution �_ �� *-} centerline in n the A the distribution cell (AxB). Project: Karasch Residence Page 3 c I Center Connection Lateral Layout Diagram Force main connection via We or cross to manifold at any point Laterals are identical I P S i = Turn -up tee' be II valve or 41+ Laterals & force main of PVC Soh 40 cleanoutplug per COMM Table 84.305 Holes drilled on the bottom of the later Number of Laterals 4 Orifice Diameter 0.188 i Lateral Diameter 1.50 in Orifice Spacing (X) ft Lateral Length (P) 31.47 ft Orifices per Lateral 16 Lateral Spacing (S) 3.50 Orifice Density 7.03 ft /orifice Lateral Flow Rate gpm Manifold Length .50 System Flow Rate 41.94 gpm Manifold Diameter in Total Dynamic Head 17.04 ft Forcemain Velocity LE 4.28 ft/sec Dose Tank Information Locking cover with warning label and locking device and sealed watertight Electrical as per NEC 300 and -► Comm 16.28 WAC Disconnect 4 in. min. .---- �--ttt--- Tank component is property vented E-- Alternate outlet location Forcemain diameter Week's C. P. Manufacturer 2 in. Ca acit 800.00 Gallons Volume 21.76 gal /inch A Weep We or anti - Dimension Inches Gallons B siphon device A 20.46 445.24 B 2.00 43.52 C P ump off e levation (ft) C 3.40 74.05 _t 87.91 D 10.90 237.18 Total 36.76 800.00 D il D ose tank elevation (ft) 3" Bedding und er tank. F 87.00 Alarm Manuafacturer Septronic Tankmate Alarm Model Number TM -1 Pump Manufacturer Zoeller Pump Model Number 152 Pump Must Deliver 41.94 gpm at 17.04 ft TDH Project: Karasch Residence Page 4 104 Mound stem Maintenance and ration Specifications sy oae p Service Provider's Name John Schmitt Phone 715 -760 -0486 POWTS Regulator's Name St. Croix County Zoning Phone 715 - 386-4680 System Flow and Load Parameters Design Flow - Peak 450 gpd Maximum Influent Particle Size 1/8 in Estimated Flow - Average 300 gpd Maximum BOD5 220 mg /L Septic Tank Capacity 1000 gal Maximum TSS 150 mg /L Soil Absorption Component Size 450.1 ft Maximum FOG 30 mg/L Type of Wastewater Domestic Maximum Fecal Coliform >10E4 cfu /100 mL Service Freauencv Septic and Pump Tank Inspect and /or service once every 3 years Effluent Filter Should inspect and clean at least once every 3 years Pump and Controls Test once every 3 years Alarm Should test month) Pressure System Laterals should be flushed and pressure tested every 1.5 years Mound Inspect for ponding and seepage once every 3 years 111 iscellaneous Construction and Materials Standards 1. Observation pipes are slotted and materials conform to Table Comm 84.30 -1, have a watertight cap, and are secured in as shown in the mound component manual. 2. Dispersal cell aggregate conforms to Comm 84.30 (6)(i), Wis. Adm. Code. 3. All gravity and pressure piping materials conform to the requirements in Comm 84, 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 Lateral Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Project: Karasch Residence Page 5 Mound System Management Plan Pursuant to Comm 83.54, Wis. Adm. Code General This system shall be operated in accordance with Comm 82-84 Wis. Adm. Code, and shall maintained in accordance with IW component manuals ISBD- 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 Comm 83.33, 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, defective, or subject to failure must be replaced. Exposed access openings greater than 84riches in diameter shall be secured by an effective WA ft 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, State. 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 lesst 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 filler when removed from Its enclosure. If the filter 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 1/3 the Nquid volume of the tank. If the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shaft advise the owner of when the next service needs to be perfornmed 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, if such products are used they shall be approved for septic tank use by the Department of Commerce. Pum 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 efflraent filter is installed within the tank it shall be inspected and serviced as necessary. Mound and Pure 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 sod compaction may hinder aeration of the infiltrative surface within the mound and arrow 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 BOD 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 10 cfu/100 mL for highly treated effluent. Influent flow may not erased 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 pondkng. 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. Contig4 enclf 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) shad 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 opting condition. See Page 5 of this plan for the name and telephone number of your local POWTS regulator and service provider. B3ftuftnot Untts 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. TOTAL DYNAMIC HEAD /CAPACITY HEAD CAPACITY CURVE PER MINUTE EFFLUENT AND DEWATERING V) MODEL 152/153 MODEL 152 153 � 4- 50 Feet Meters Gal. Liters Gal. Liters 153 5 1.5 69 261 77 291 12 40 152 10 3.1 61 231 70 265 0 15 4.6 53 201 61 231 20 61 44 167 52 197 S2 30 a 8 25 7.6 34 129 42 159 r 30 9.1 23 87 33 125 0 a 20 35 10.7 -- -- 22 85 ° 40 12.2 -- -- 11 42 4 Lock Valve: 38.0 Ft. (11.6m) 44.0 Ft. (13.4m) 10 014M 0 20 40 60 80 100 GALLONS LITERS 1 0 80 1 240 320 6 1/4 3 27/32 4 5/8 FLOW PER MINUTE e CONSULT FACTORY FOR SPECIAL APPLICATIONS { 3 27/32 -+ • Timed dosing panels available. o e • Electrical alternators, for duplex systems, are available and supplied with 3 27/32 an alarm. �—� • Variable level control switches are available for controlling single phase systems. • Double piggyback variable level float switches are available for variable level long and short cycle controls. • Sealed Qwik -Box available for outdoor installations. See FM 1420. • Over 130 °F. (54 ° C.) special quotation required. I I � 1521153 Series 12 1/8 1521153 MODELS Control Selection Model Vohs Ph Mode Amps Simplex Duplex 5 I t /8 115 1 Non 8.5 1 2 or 3 BN1 BN752 115 1 Auto 8.5 Inducted 2 or3 E152 230 1 Non 4.3 1 2 or 3 SK2064 BE152 230 1 Auto 4.3 Induded 2 or 3 N153 115 1 Non 10.5 1 2 or 3 BN153 115 1 Auto 10.5 Inducted 2or3 SELECTION GUIDE E153 230 1 Non 53 1 2 or 3 BE153 230 1 Auto 5.3 Inducted 2 or 3 1. Single piggyback variable level float switch or double piggyback variable level float switch. Refer to FM0477. A CAUTION71 2. See FM0712 for correct model of Electrical Alternator E -Pak. All installation of controls, protection devices and wiring should be done by a qualified 3. Variable level control switch 10 - 0225 used as a control activator, specify duplex (3) licensed electrician. All electrical and safety codes should be followed including the most recent National Electric Code (NEC) and the Occupational Safety and Health Act (OSHA). or (4) float system. RESERVE POWERED DESIGN For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. MAIL TO: P.O. BOX 16347 `. ff Louisville, KY 40256-0347 Manufacturers of. . SHIP 70: 3649 Cane Run Road ® Louisville, KY 40211 -1961 QI1�1L /TYPUMPB 5/ WE ��,�� � http.11www.zosUer.com pL i w 2 p - http.11www.zosUer.com (50 2) 778. 1(800) 928 - PUMP FAX X(50 (502) 774 -3624 © Copyright 2001 Zoeller Co. All rights reserved. PL -525 Effluent Filter - Effluent Filters .: Polylok Inc. Page 1 of 2 i Made in the U.S.A. Polylok Inc. 3 Fairfield Blvd, Wallingford, CT 06492 Call Toll Free: 888- 765 -9565 Emall: polylok.com You are Hem: Home > Product Details EFFLUENT FILTERS Raising the bar in filter technology About Polytok New Promotions New Products Resources ordering Contact Us ® NEW ACCOWT A�LICATION - PL -525 Effluent PRODUCTS BY POLYLOK Description - Polylok, Inc is pleased to add its new commercial filter to its existing line of quality effluent Effluent Filters filtrs. I r est om erc al �filters its lass It a G 25 linear ear feet P f 1 6" filtration it one of the g slots. Like the _Extend 8 LokTM Polylok PL -122, the new Polylok PL -525 has an automatic shut off ball installed with every filter When the the system so the c is removed for tank No float up and temporarily shut off Risers cleani - _ y r filter on the market can make that aim, Distribution Boxes and Accessories _ Pumps, Basins, Pump Stations and Step Systems Features Seals /Gaskets Z_ _ • Rated for 10,000 GPD (Gallons Per Day) Baffles, Sanitary Tees & Gas • 525 linear feet of 1116" filtration Deflectors • Accepts 4" and 6" SCHD 40 pipe -- • Built in Gas Deflector Rebar Spacers • Automatic shut -off bail when filter is removed • Alarm accessibility Handles and Receivers • Accepts PVC extension handle - - -- Signs The PL -525 Effluent Filter should operate efficiently for several years under normal La 1 D rain a ge Products conditions before requiring cleaning It is recommended that the filter be clean an decried every cape ag time the tank is pumped or at least every three years If the installed filter contains an optional alarm, the owner will be notified by an alarm when the filter needs servicing- Forms & Clamps Servicing should be done by a certified septic tank pumper or installer Butyl Sealants Maintenance Instructions: Concrete Accessories Pressure Filters 1 Locate the outlet of the septic tank 2- Remove tank cover and pump tank if necessary Filter and Onsite Accessories 3 Do not use plumbing when filter is removed - - - - — - 4 Pull PL -525 out of the housing RebaM.ok and CMU 5 Hose off filter over the septic tank Make sure all so! ids tak back into septic tank- Accessories 6 Insert the filter cartridge back into the housing making sure the filter is properly - - aligned and completely inserted- Technical Specifications r. Replace septic tank cover PL -525 Installation: Ideal for residential and commercial waste flows up to 10,000 Gallons Per Day (GPD) Related Products Installation Instructions: 1 Locate the outlet of the septic tank. 2 Remove tank cover and pump tank if necessary 3, Glue the filter housing to the 4" or 6" outlet pipe- If the filter is not centered under Promotions the access opening use a Polylok Extend & LokM or piece of pipe to center filter - 4 Insert the PL -525 filter into its housing Replace the septic tank cover -3: Contact Us for Pricing 888.765 -9565 New Products Technical Specifications Download CA D raw i ngs h4://www.polylok.com/products 3/20/2009 #1608 6onsin SOIL EVALUATION REPORT p age 1 of 4 Dq mrb wd Of COrtmwm in accordance with Comm 85, Ws Ad Code Schmifl Sop Testing, Inc. Division of Safety and Buildings County Attach complete site plan on paper not less than 8h x 11 inches in size. Plan must St. Croix Include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, so nd le or dimensions, north arrow, a 10cation and distance to nearest road. 030 - 2082 - 20-000 Please print all information. Reviewed By Date Personal irdorauMon You W-k* may be used for secondary wposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location Karasch, Gary g p Govt. Lot NW1 /4, NE1 /4, S25, T30N, R20W Property Owners Mailing Address Lot # Block # Subd. Name or CSM# 1392 Woodland Court 22 Woodland Hills city State Zip Code PhPrre Number ❑ City 0 Village ® Town Nearest Road Houlton WI 54082 C i , % •,� /(/•, �9t, St.Joseph Woodland Court ❑ New Construction Use: ® Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD ® Replacement ❑ Pubic or commercial - Describe: Parent material Glacial till (Amery- Cromwell Flood plain elevation, if applicable NA ft. General comments and : Area is suitable for a mound system. System elevation is 97.69 based off contour line established at 96.85'. Depth to limiting factor is 27 ". Slope of area is 13 %. F B or i ng a ®p ng Ground surface elev. 97.90 R Depth to limiting factor 28 in. Sop Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDNe In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'FM 'Etr 1 G-5 1Oyr3 /2 none sii 2mgr mvfr Cs 2m,2f .6 .8 2 5-16 10yr4/4 none sil 2fsbk mvfr gw 2f,2vf .6 .8 3 16-28 7.5yi4/6 none sl 2msbk mfr gw if .6 1.0 4 28-54 10yr5 /6 c2d 10yr6/6 Ivfs icsbk mfr gw if .4 .6 10yr6 /1 5 5472 5yr4/4 c2d 7.5yr6/6 sl Om mfi - .2 .6 7.5yr6/2 2] Pit � # ❑ Boring ® Ground surface elev. 97.15 fL Depth to limiting factor 28 in. Sop Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft in. Munsep Qu. Sz Cont Coke Gr. Sz. Sh. •Ft •002 1 0-6 10yr3/3 none sil 2mgr mvfr Cs 2m,2f .6 .8 2 6-18 10yr6 /3 none sil 2fsbk mvfr gw 2m,2f=_ ;6 .8 3 18 10yr4 /6 none sl imsbk mfr gw 2m,2f .4 .7 4 28-44 7.5yr4/6 c2� 5yr6 3 6 sd imsbk mfr gw if .2 .3 5 44-64 5yr4/6 c2d 7.5yr6/8 sl Om mfi 7.5 - .2 .6 /2 s Effluent #1 = BOD 5 > 30< 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD < mglL and TSS <30 mg/L CST Name (Please Print) Signature: CST Number Thomas J. Schmitt X4 .' - ' � ' - 227429 Address Schmitt Sop Testing, Inc. Date Evaluation Conducted Telephone Number 1595 72nd Street New Richmond, WI 54017 11/25/2008 715 -247 -2941 SRD4330 QL07/00) property p Karasch, Gary & Penny Parcel ID # 030 - 2082 - 20-000 Pape 2 of 4 , F3] Boring # ® Pit Ground surface also. 94.50 fL Depth to limiting factor 27 in- •Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDW ' in. Munsell Qu. Sz Cont. Color Gr. Sz Sh. 'Eff#t •0102 1 0-11 10yr3 /3 none Sil 2mgr mvfr a 2m,2f .6 .8 2 11 -23 10yr5 /3 none SO 2fsbk mfr gw 2m,2f .6 .8 3 23-27 10yr4 /6 none Sil 2msbk mfr gw 2f .6 .8 4 27 -52 10yr4/4 ` d 5' 56 Sic! 2msbk mfr cs if =.4.6 5 52 -78 5yr4/4 c2d S.Syr6/6 sl Om mfi — .2 .6 ❑ Boring # Q Boring Ground surface elev. ft. Depth to limiting factor in. Soli 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#2 BOt # ❑ Boring El 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/W In. Munsell Qu. Sz Cont Color Gr. Sz Sh. •ER+fH •Eff#2 Effluent #1 = BOD 30 220 mg/L and TSS >30 - 150 mg/L • Effluent #2 BOD 5 - < 30 mg/L and TSS -S.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. SSD i330 Q 07AO) Sdn t Sail Tegift Lrc. • ' . - _ - - _ - - -- - Page 3 o €4 =- - honduccted -by: -- - - Conducted -For: - 9 chtnitt Soil Testing.Inc. -_ _ Name: Crary & Penny__Karasch -- - - Thowms .-- SchmiM CST 227429 Address: 1392 Woodland Court 1595 72nd St. - - City, State, Zip: Houlton, WI 54082 New Richmond, WI. 54017 Phone: 715 -247 -2941 Subd Name: Woodland Hills Lot No.: 22 n og / S` 1 108 Legal Description: NWI /4 NE1 /4 S25 T30N R20W - -■ - Backhoe pit - ToWns7up, Cow*r St. Joseph; St, Croix _ _t Bench Mark EL - 1 0:00' Top 2" pvc pipe - - -& - Alternate Bench irk BL 93.50' the - poi ledgee shed siding - Slope= 13% -Contour Line EL 96.85' _ Contour Length 70' O / Scala 1" = 40' - s PAID 1 SOIL EVALUATION REPORT #1608 Department of Commerce in accordance with Comm 85, Wis. Adm. Code age 1 of 4 Division of Safety and Buildings Schmitt Soil Testing, Inc. Attach complete site plan on paper not less than 8% x 11 inches in size. Plan must County St. Croix include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. 03 2082 - 20-000 Please print all informadon. Revi d B Date Personal information you provide may riv CY Law, s. 15.04 (1) (m)). ff y �(/Yt/t'J o Property Owner Property Location Karasch, Gary & Penny Govt. Lot NW1 /4, NE1 /4, S25, T30N, R20W Property Owner's Mailing Address DEC 3 1 Z Lot # Block # Subd. Name or CSM# 1392 Woodland Court 22 Woodland Hills City Sta Zip�PpWO1Pltfo4 ber I City []Village Town Nearest Road Houlton W NING OFFICE St.Joseph Woodland Court ❑ New Use: ❑ Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD Replacement ❑ Public or commercial - Describe: a a Glacial till (Amery- Cromwell Flood plain elevation, if applicable NA ft. General comments and recommendations: Area is suitable for a mound system. System elevation is 97.60' based off contour line established at 96.85'. Depth to limiting factor is 27 ". Slope of area is 13 %. F-11 Boring # L] Boring Pit Ground surface elev. 97.90 ft. Depth to limiting factor 28 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 1 0 -5 10yr3 /2 none sil 2mgr mvfr cs 2m,2f .6 .8 2 5 -16 10yr4 /4 none sil 2fsbk mvfr gw 2f,2vf .6 .8 3 16 -28 7.5yr4/6 none sl 2msbk mfr gw if .6 1.0 4 28 -54 10yr5/6 c2 yr6/1 6 1 06/6 /1 Ivfs icsbk mfr gw if .4 .6 1 5 54 5yr4/4 c2d 7.5yr6/6 sl Om mfi - - -- - - - - -- 2 6 7.5yr6/2 F2113oring # Boring Pit Ground surface elev. 97.15 ft. Depth to limiting factor 28 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 1 0 -6 10yr3/3 none sil 2mgr mvfr a 2m,2f .6 .8 2 6 -18 10yr6/3 none sil 2fsbk mvfr gw 2m,2f .6 .8 3 18 -28 10yr4/6 none sl imsbk mfr gw 2m,2f .4 .7 4 28 7.5yr4/6 c2d 7.56/6/6 7.56/6/3 scl lmsbk mfr gw if .2 .3 5 44 -64 5yr4/6 c2d 7.5yr6/8 sl Om mfi - - -- - - - -- 2 6 7.5yr6/2 * Effluent #1 = BOD 30 < 220 mg /L and TSS >30 < 150 mg /L " Effluent #2 = BOD s30 mg /L and TSS <_30 mg /L CST Name (Please Print) Signature: CST Number Thomas J. Schmitt J , 4 �� 227429 Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number 1595 72nd Street New Richmond, WI 54017 11/25/2008 715 - 247 -2941 SBD -8330 (R_07 /00) Property Owner Karasch, Gary & Penny Parcel ID # 030 - 2082 -20 -000 Page 2 of 4 Boring # Boring Pit Ground surface elev. 94.50 ft. Depth to limiting factor 27 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 1 0 -11 10yr3/3 none sil 2mgr mvfr cs 2m,2f .6 .8 2 11 -23 10yr5 /3 none sil 2fsbk mfr gw 2m,2f .6 .8 3 23 -27 10yr4/6 none sil 2msbk mfr gw 2f .6 .8 4 27 -52 10yr4 /4 c2d 7.5yr5/6 Sid 2msbk mfr cs if .4 .6 7.5yr6/1 5 52 -78 5yr4/4 c2d 7.5yr6/6 sl Om mfi - - -- - - - - -- .2 6 7.5 r6/2 ❑ 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/ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 F -1 Boring # Boring El 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/ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff42 * 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 (R.07)00) Schmitt Soil Testing, Inc. Wage 3 of 4 Conducted by: Conducted For: Schmitt Soil Testing Inc. Name:` Gary & Penny Karasch Thomas J. Schmitt, CST 227429 Address: 1392 Woodland Court 1595 72nd St. City, State, Zip: Houlton, WI 54082 New Richmond, Wl. 54017 Phone: 715247 -2941 Subd.Name: Woodland Hills r signamm Lot No.: 22 Datc S Legal Description: NWl /4 NEll4 S25 T30N R20W ■ Backhoe pit Township, County: St. Joseph, St, Croix A Bench Mark EL 100.00' Top of 2" pvc pipe Alternate Bench Mark El. 93.50' the pol ledgee shed siding Slope= 13% Contour Line El. 96.85' Contour Length 70 ° 0� / Scale 1" = 40' ' M i � L � i 1 �r 4 1CL) , (bj eA OY\ I? 5wc Arc MS Viewer Page qof - vz :, \r . d< . I . el� l I I § #p: www]andlnfo &RS igtc oix wi. &we sie /LRPOrtaEARCIMS /Ma F ame asp #IN= 11/28/2008 JJ ?l40 _ _ WOODLAND HILLS - - - - - A RURAL SUBMSION LOCATED IN. THE NE114OF,:SECTION 25, T30 N, R 2.OW, TOWN Of ST. JOESPH, ST. MIX 04H WISCONMN LOCATION SKETCH f� I LEGEND �p / p $ II COUNTY IT S T RP Q 8011 PIP SECTION CORNER MONUMENT, fX3fi IRON PIPE, WEIGH 3.65 LBS'UNEAL SURVE I y VE'♦ 'CERTIFICATE Ii A LL E . /u NfpL FOO IRS Wfl6HN63.65 L85 > A y I � i ALL LOT COAXERS STAKED WITH I X21 IRON NPE 168 Li 1 FRANCS H W" 81' OGDEN, REGISTERED LANG SURVEYOR, NW Va / C. FOOT, CERTEY THAT .1 HAVE SURVEYED, DIVIDED AND MAPPED WOODLAND HILLS, LOCATED N- W I'X24 IRON FK,WDONG 1.68 LRS./LINFAL FOOT, ON LINE. MARSH THE WV2 OF THE NE 114 OF SECTION 25 AND THE SE V4 OF `SAID NE U4 OF SECTION SECT" LINES 25, T 30N,1?20W, TOWN OF ST. JOSEPH, SL CROIX COUNTY, WISCONSIN, DESCRIBED AS NOTES FOLLOWS: COMMENCING AT THE N 1/4 CORNER OF SAID SECTION 25, THENCE NW59VE ALL DISTANCES, LENGTHS AND WIDTHS ARE MEASURED TO THE NEAREST ONE (TRUE BEARING' 392.61 ALONG ',iE NORTH LINE OF SAID NE'I /4 TO THE POINT OF , I HUNDREDTH OF AFOOT ALL ANGULAR A£ASUAf1ENTS HAVE BEEN MADE TO THE SWV4 II SE V4 NEAREST TWENTY SECONDS AND COMPUTED TO THE VALUES SHOWN. BEGINNING THENCE N88 895.57 ALONG SAID NORTH LINE OF NEV4, THENCE I ALL WRINGS ARE TRUE FROM SOLAR OBSERVATIONS MADE AT THE SITE, S 0 %4'30 "W 13I4.7d ALONG THE. EAST LINE OF THE NW V4 OF SAID NE V4 ; THENCE N 89°00b4"E 890.19 ALONG THE NORTH LINE OF THE SEV4 OF SAID NEV4; THENCE SPPOY& L OCATED IN THE 1263:56' TO A POINT WHICH IS ON THE NORTHERLY RIGHT OF-WAY LINE OF PRESENT COUNTY RFV40F 5ELTXIN2S,T TRUNK HIGHWAY "E ° ; THENCE S89°5e42"W 165.16'ALONG SAID NORTHERLY RIGHT-OF-MY LINE; AEOw,Tom oP ST. JOSEPH, ST, Cox C01NTY THENCE SO°03'18"E 12.00 ALONG SAID NORTHERLY RIGHT-OF-WAY LINE; THENCE S89°5e4eW 385.82' ALONG SAID NORTHERLY RIGHT-OF-WAY LINE THENCE WESTERLY 126.36' ALONG SAID HE CORNEA - U i tAP1D S, SECTION 25, NORTHERLY RIGHT- OF-WAY LINE ON A 1112.92' RADIUS CURVE CONCAVE NORTHERLY WHOSE d40M LATTED. .- T3DN,R20W - CHORD (HEARS t4 W49094 Ilk; THENCE N 6 °2702 2ZOO!X NG SAID NORTHERLY RIGHT - SECTION 2S, , MNT OF 61Y,N N 86'59 30 E , slam ' WRTH UK( OF NE 1/4 rxN,RZaW B .s/ CF- LINE; THENCE WESTERLY 358.64' ALONG SAID NORTHERLY RIGHT-OF-MY LINE DNA . SO E.6 T I t`B B'SS SOf 180' fA A 128818 8 11394 66.I�h1,9 197 54,50 elsT' 33 ies ,DI 262.01' 1090.92' RADIUS CURVE CONCAVE NORTHERLY WHOSE CFA BEARS N74°07'S3"W 35743; w3,B1' 5f Mo.aD' AA a N THENCE X64 °4248"W 232.38'ALONG THE NORTHEASTERLY ROUT OF NB1Y LINE OF SAID PRESENT \ COUNTY TRUNK HIGHNAY "E "; THENCE 01711ft 15OU ALONG SAID NORTHEASTERLY RIGHT z •OF- 21 ry I, WAY LINE; THENCE N64° 42' 48" W1025. 01 ALONG SAID NORTHEASTERLY RIGHT- OF•WAY LINE ;' 7 g• 6• ACRES 6 " T WAY OF PRESENT STONE LAKES z.. F LINE ° ; THENCE NO°40'27'E 226.41 ALONG THE EASTERLY RICH -0 Q s 0 4 RCAO; THENCE 1488°59'30 "E 2`3000; THENCE N W271 400.00'; THENCE $88°59'3419 29000' 22 o a 20 ' o THENCE NO 66OS' ALONG SAID EASTERLY RIGHT -OF -*Y LINE OF PRESENT S(CN'E LAKES ••. t 2.77 WAS 8 • 3.26 ACRES p Z . / ' T THE POINT OF BEGINNING. i~ A N NO°40'27E H 8382 0 ROAD; THENCE X88'5930 E 350.00'; THENCE I CERTIFY THAT I HAVE MADE SUCH SURVEY, LAND DIVISION AND PLAT BY DIRECTION OF i 37 ' ��' 1 \ mp THE OWNERS OF SAID LANDS ; THAT SUCH PLAT IS A CORRECT REPRESENTATION OF ALL THE EXTERIOR BOUNDARIES OF THE LAND SURVEYED AND SUBDIVISION 11HFREtF MADE, A- GI CHAPTER 236 Of THE WISCONSIN oN Q > ry R °Bd P THAT I HAVE FULLY COMPLIED WITH THE PROVISIONS OF �•_____ NBT29'S0'W J28,C: m41 N N8T 2fE 411.13 zl �I a � - - -- , - " �@ °h ti JI STATUTES, ST CROIX COUNTY ZONING ORDINANCE , AND THE TOWN OF ST. JOSEPH, IN a 0 . �; �' " __ y, e T� ° SURVEYING, DIVIDING AND MAPPING THE SAME. �J 7/ P 11 N ��,pp i ° �l /' / 1' I I G /, • m Min. N 11 Nb0 .0 h I :''o No 14 u d4- 0 FRANWS H.OGDEN I I N ry h 19 n �l 0 23 n I = REGISTERED LAND MYOR 600. $•882 II 2 W ry 2.10 ACRES 6� 250 ACRES N ° n W; CURVE DATA TABLE DATED THIS 16TH DAY OF DECEMBER, 1975 1 .N NOTE: AA !D'OAK TREE OCCUPI n I UK LOT RANTS NMN DNORO CEIHRIL ,ANGN2 AEyaED TH 29TH W OF JMIUART; N 3J J'J 0 Q 1 I Np NQ Leo IENyYN . BEARING ANNE BEARING I II Yii Q , TH15 PO!Ni » O 4; / • N Q' 1•Y - N 200:08 51s S6PW'°2 6vwsc S3rN34'K N QI .. _ oll o 3 4 2 X 9 0 / J, 266 50 6r 66P54'274 srld /6 SN7dN1i Z 0 N88'S9'30E 375.07 X89'091 "E 459.64 CLI 7 2 60,13 543•Sd31'E 12.50'41' ( - N - O� �. z , III.N 3 SN50'!B' - - - - -- O h ycoNS /h d s.s a s mo.60' a.1 slvsd soar 58w X44-5'051 90'0140 NN'N p I I p 1 • ' 1L. a9Y 4 4.4owt B•wN 13 MEd N2P41SrW 3P2rld FRANCA D ,'1 I I I 14 UNPLATTED N I ( # •p ----- ------ - - --_- 24 • 8852 • N5a1'01 14.215 ' NIIA 0 12,1 ,0 • o 2rwar W ' g IB .\ 0 IS • 12LSr N7POrlrr I Z' L 0 2,15 ACHES p p Z64ACM 0 N -10 200.00 17235' 1163.34'221 4B'w N3 341 S9 °ft y �N LANDS � n n '' nn "•12 266.00 15803 N31°2621.HYr 71°3Y1° s3rN34'E s i'I' TP 4 .......... -- n rvn =' N ry. •- d. 11.16 2X.00 21090 N° /M30fW SPNSd 411'Sd7(h O$UR� I N,A N OJ \ K-Is 266.00 5.04 N %6r5NfY 14'784354 NBi•Ir4dw NWI /4 -NEI /4 0 ' 4 W 3.µ 10.06 14EN ABPInTW P26'u1r S72ws'3Bt 1 I qps Sip m ' h 9 \ Nofo.381 40.52 W Z K 36.14 N11.0r5 2 ikN 4l aoEjWANRbM71NWMNONFbSla 2kl$ I O 189.84 1 20. ,Ur N2B'2F'I srw %' ZiAIA:+f7Am62M210 ed m,wu SMM,NNX 650 i I 0 6086 375.00 ' d 271.68 j'' d yi I2% NN °N'w'N 62.18'12' I - -• � PP • W 23 5 N% s3s°UOfr 60.21'X• hwsMHlLfaMaNWwiaW {IOb3cT1A.I21M,wd,Sa1 - - - - -- _ B„ NATCH LINE- MATCH SHEET 2 p'� �. ` MATCH Ulf -MATCH SYEET2 • (!J/ \ 9 • ,E d p 90 SIOarN'E 2$•1608 1*' /1 7 40a . 0 i.1e 10 012.92 3J3 Y4 9+ 17' 8" Z - 1° -M E E°6. 42 d 6 NN•3QR 4`1TN aN'S'80'll A.7 (If J N 25 NB IE6S0 MBB•IB'O/Y 4-7040 3 u5r A I I 18-60 ION19r .5i.D4 X71• rsdW 1 /Nw'b N44 'M7 �•••" A AWYA4a I CERTIFIED SURVEY ALAP 5 less' N,6•Ida31 18.4474 DNaN, RgNrollaeNq C VOLUME I., PAGE IQB SCALE IN FEET 3194 N1s• 4444r :•aem a al.a HMAIAOMAn»+ 204 aD' d lad 20d THIS INSTRUMENT WAS DRAFTED 13YTDF - - - - - c. I r , DOCUMENT NO - WARRANTY DEED Ti::.^. aPA^_: (tESCRVCp FOR RCGOROINC+ DATA STATE BAR QF WISCONSIN FORM 2— •1984' PA S - biVi�r�3+ REG ISTE R' S }. REGIS E S OFFICE Mark C. Edwards and Jeanne B. Edwards, ST. C�ROIX , �4 " husband and wife e_ as sur_v v,o ship - inarit _ Reed for Record ......._.... _.Property. -- -- - --------- - - -- -- _.. .... --------------- JUN 2 31990 -- -- --- ------- - - -- -•- - - -- - -- - -- -- - --- -- -- . -- .... I .......... ...... . .._Gary___ KaraSCh_- and._- Penny,_H. - -, -,_ 11:50 A. All conveys and warrants to Karasch ulskana. -.and ��fe._..as �uxs�,�toxsh�.P._. �� � C marit_a_? .FZ.eg r Y ---- --- -------- _ .. _. -- ... -- - I z z f Qee& . .......... ----I ........... ........ ... • • .----- -------- ....- ...._... -. -. ............ .... .- .... ...... ......... . -.. RETURN TO ........ -- - -------- --- - - - - -. -------- . - ....._..... -. -. ,.. -... ...._ -.. . the following described real estate in ...... ... t- „,.GAG A_._.--- - - - -_ __.County”, State of Wisconsin: Tax Parcel No: -----------•-- - -----•- --••- -- Lot 22, Woodland Hills in the Town of St. Joseph, St. Croix County, Wisconsin. ED!-S FEE This ---------- (is not) Exception to warranties: Subject to easements, reservations n rict'on of record. Dated this .. _ 28th - - . .. .......... .. y of Utl ._._._ _. ..._....- .- _.-- -.. -._ -. .(SEAL) - ... (SEAL t WARDS - -- - -- ---- - - --- ---- _...... .... - '- ...... -_.. �f ._.. - .. ._._ - .... .... - _... .(SEAL) /� fVYV`�. /.Ll i EA 1.f x JEANNE B. EDWARDS AUTHENTICATION ACKNOWLEDGIVIENT Signature(s) -- ------ ........ --- -- OF *4J:;4iiNSIN , auL'rleutcate3 this day of ---------- -'-.._. 19 ---- _ t c:unc hcfo:•<• me iit._ , .I4. .. , n J *, ;, - e 11 1 I99.0' .- rile :.hen's name i ----- -- - - --------- -- ----- -- ---- ----- --- - -- -- -- -' Mark _.C.. Edwards and Jeanr�e is, * v TITLE: MEMBER STATE BAR OF WISCONSIN (If not. -- --- - - --------- --- - --- auLborizcd by § 7nr,Or,, Wis. Sf.;zts.) to hip. t-> h.• lire r,l•r,nn S on�• ... '! :,. T! :S I:JsTRu MINT WAS ,RAPPED By STEPHEN J_ DUNLAP Hudson, Wi6cv4151, St- Croix 'X (Signatures m-ty f, n a .thcn*_:_ _ "r ..... rat n•_ _ Marc. ) .