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032-2018-60-300
..sconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division 0 ' 1 INSPECTION REPORT Sanitary Permit No: 405041 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)]. WZa Permit Holder's Name: City Village X Township "celTax Haig h, roy &Stacy Somerset Townshi C BM Elev: , )nsp. BM Elev:� Description: 0 9g K INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic / Benchma I p 615. D l (o • O Op Dosing ! I Alt. BM Q) Aeration Bldg. Sewer . 1.1 g Holding St/Ht Inlet / /o TANK SETBACK INFORMATION St/Ht Outlet TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet S` Septic / Dt Bottom at > 12.20 36 Dosing , / Header /Man. Aeration Dist. Pipe La / �p 44 -lo Holding Bot. System - 3 ; p qs- 3 �G MP /SIPHON INFORMATION Final Grade �k Manu Demand St Cover P. �S GPM Mode TAS x - H Friction Loss System Head TDH Ft 1 7 - eth Dia. z p Dist. to Well 0 SOIL ABSORPTION SYSTEM BED/TRENCH Width Length No. Of PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS ( s of SETBACK SYSTEM TO P/L 11 BLDG WELL LAKE /STREAM LEACHING Manu . INFORMATION CHAMBER OR Type Of System: t l UNIT del Numbe . DISTRIBUTION SYSTEM Header /Manifold M Distribution p x Hale Size x Hole Spacing e(s) I Vent to Air Intake PIP ,� t 3 N ---- -- Length 3 -So Dia Length Dia Spacing 3 -, V /�b 3•DZ SOIL COVER Pressure Systems Only xx Mound Or At - Grade Systems Only Depth Over Depth Over xx Depth of x xx Mulched Bed/Trench Center Bed/Trench Edges Topsoil Yes 1A No Yes ]No ,C OMMENTS: (InFI code i en 7s, s, persons present, etc.) Inspection #1: /�/_ � Inspection #2: t� 14 ano IL - o cation: 1754 50th Street Somerset, Wf,54025 (SE 1/4 NE 1/4 5 T30N R19W) NA Lot 5 n Parcel No:L� 1.) Alt BM Description - = 't�a-E- • C SE tdt'W''� k.,a,� C- ,z 2.) Bldg sewer length - amount of cover C',r- 3.) Contour = } -cd ae.'f = 45 -- ( °s) w l; f y w. l Vf? - an revisi n Require � Yes Use other side for additional information. '[!�"�'1 r — _ _ Date Insepctor's Signature Cert. No. SBD -6710 (R.3/97) JA r Otte Safety and Buildings Division County 201 W. Washington Ave., P.O. Box 7162 ST 0- U '\) Pisconsin Madison, WI 53707 - 7162 Site Address I!nl De artment of Commerce Z —6 r - t S ( . Sanitary Permit Application Sanitary Perm Number In accord with Comm 83.21, Wis. Adm. ,Code, personal information you provide ❑ Check f Revision may be used for secondary ses Privacy Law, s15.04(1 )(m) I. Application Information - Please Print All Information e3tate Plan I.D. Number lb 6 Zl3 Property Owner's Name _ Parcel Number 7"' &y -, � !may dA((N 00 Property Owner's Mailing Address . Property Location *A LAD 5'f Q� U� L" ►R�1E �``� a � � l4 N� i,4 S T 3 C 1 N, R ) City, State Zip Code `�, �� Pho u� Lot umber Block Number • 5 Ll4 rn ., ) Likes A 0 , :z s ��C Subdivision Name CSM Number (.:F+ zi t j II. Type of Building (check all that apply) '` S 'r�C , ❑city iv 1 or 2 Family Dwelling - Number of Bedrooms -3 � ❑Village C3 Public/Comme cial - Describe Use w ' ~^ ^ -'_- - Township S ©/'`�� Cl State Qwnedl�++� a* •� L g Nearest Road q Co III. Type of-Permit: (Check only one box on line A (numbering scheme for internal use). Complete line B if applicable) A. 1 ew 2 13 System 3 ❑Replacement of 6 ❑Addition to Replacement For County use p system Tank Orel Existing S stem B. ❑ Check if Sanitary Permit Previously Issued Permit Number Date Issued IV. Type of Permit: (Check all that apply)(numbering scheme is for internal use) '1E - 10D Gir. r , 44 ❑ Non - Pressurized In- Ground 210 Mound 47 ❑ Sand Filter 50 ❑ Constructed Wetland 22 ❑ Pressurized In- Ground 41 ❑ Holding Tank 48 ❑ Single Pass 51 ❑ Drip Line 45 ❑ At -Grade 46 ❑ Aerobic Treatment Unit 49 ❑ Recirculating 30 ❑ Other V. Dis ersal/Treatment Area Information: Design Flow (gpd) Dispersal Area Dispersal Area Soil Application Percolation Rate System Elevation Final Grade Required Proposed Rate(Gals./Days/Sq.Ft.) (Min./Inch) Elevation /50 q-5() 7,x VI. Tank Info Capacity in Total Number Manufacturer Prefab Site Steel Fiber Plastic Gallons Gallons of Tanks Concrete Constructed Glass New Existing Tanks Tanks Septic or Holding Tank ` w - Dosing Clamber 6� (k) l v I VII. Responsibility Statement- I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) ? is S' tune M RS umber Business Phone Number TEFF �� 2Z Z . 7lS�Zg`l - 3fNl Plumber's Address (Street, City, State, Zip C e) Et)v Zq5 ,DZESScjz ; W/ SyDn� VIII. County /De artment Use Onl Appro ved ❑ Disapproved S��' Permit Fee (includes Groundwater Date Issued Issuing Agent Signature (No Stamps) ! ` Surcharge Fee) so ❑ Owner Given Initial Adverse .� Determination IX. Condittiolm of pproval/Reaso for Disappr Val au sl at s ,,,X,t,zt P l -.a�., -i� t s .. ,d., P t��,, C .14 . C� P P4AA.� L,- -A4QtCW.& 04 P(.0- ;Ptl�&4 -f- Attach co a oonty only es in size SBD -6398 (R. 05101) /�y YAI LAK9.S _ ill �OMEn SE�t i rn1S�P 3 6E� RDOJJI Al Tc, SvTN ✓CcLSE B•M� B. - rArj c W, A-( ZASLE FILTER 0 1 V��rSTUggEO - L25 ' tReio v /ho A REA d Mc IC JOAaQK = MIL JU nh K - r2Eg 4LL.1 o o ' TP—EG- el. Q S OIL iKbR.» GS SCALE J : D Safety and Buildings 10541 N RANCH ROAD HAYWARD WI 54843 TDD #: (608) 264 -8777 erc - - www.wisconsin.gov n www.comm .wis c ons .wisonsin.gov Department of Commerce Scott McCallum, Governor Brenda J. Blanchard, Secretary August 30, 2001 CUST ID No.223242 ATTIC POWTS Inspector JEFFERY V FOX ZONING OFFICE CROSS COUNTRY EXCAVATING ST CROIX COUNTY SPIA PO BOX 295 1101 CARMICHAEL RD DRESSER WI 54009 HUDSON WI 54016 CONDITIONAL APPROVAL Ide N 6on.Numbers PLAN APPROVAL EXPIRES: 08/30/2003 Transaction ID No. 668213 SITE: Site ID No. 634316 TROY & STACY HAIGH Please refer to both identification numbers, 150TH ST above, in al1correspondence with the agency. TOWN OF SOMERSET ST CROIX COUNTY SE1 /4, NE1 /4, S5, T30N, R19W FOR: NEW MOUND, 450 GPD OBJECT TYPE: POWT SYSTEM REGULATED OBJECT ID NO.: 806671 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 C o chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. �' a The following conditions shall be met during construction or installation and prior to occupancy or use: General Approval Conditions: • This system is to be constructed a& located in accordance with the enclosed approved plans and with the "Mound Component Manual for Septic Tank Effluent for Private Onsite Wastewater Systems" SBD- 1 -P ( N.01 /01) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Tre ent Systems SBD- 10706 -P (N.01 101). • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. In addition, the owner must insure that the operation, maintenance and monitoring duties as described in section VIII of the mound component manual are complied with. A copy of this information must be given to the owner upon completion of the project. • A Sanitary Permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.135 and 145.19, Wis. Stats. • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats. • The maintenance plan for this system must be given to the owner of the POWTS. Site Specific Conditions: • The orientation of the mound system must be such that the longest dimension is oriented along the surface contour per COMM 83.44(6)(a)2. • Limit activities in the area 15' beyond the down slope edge of the mound per Mound Component Manual. " 1 JEFFERY V FOX Page 2 8/30/01 • Surface water drainage shall be diverted away from the system area. • Materials shall conform to the requirements of COMM 84. • Maintain well and waterline set backs per COMM 83.43(8)(i). • The proposed pump is near its limit with the proposed total dynamic head. If upon installation, the total dynamic head increases, the proposed pump must be reevaluated and may be inadequate. • The designer proposes to install a state approve outlet filter to achieve the requirement of wastewater particle size. Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the septic tank outlet filter will be required. The outlet filter shall be installed per product approval stipulations. • Provide frost protection per COMM 83.43(8)(c). 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 corres ondence may be made to me at the telephone number listed below, or at the address on this letterhead: Sincerely, FEE REQUIRED $ 175.00 �. FEE RECEIVED $ 175.00 BALANCE DUE $ 0.00 PATRICIA L SHANDORF POWTS PLAN REVIEWER, TED SERVICES WS ' (715) 634 -7810, FAX: (715) 634-5150, M -F 7:45 AM - 4:30 PM PSHANDORF @COMMERCE. STATE. WI.US cc: TROY HAIGH MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Residential Application INDEX AND TITLE PAGE Project Name: Troy & Stacy Haigh Owners Name: Owner's Address: 5q ® A,9 0 A 0,1RLLZ— LJ tin LAkcs ),A ti 5501 y Legal Description: SE1 /4 NE1 /4 85 T30 N,R19 W Township: Somerset County: St.Croix Subdivision Name: . ally Lot Number. pG B Block Number. 11 Parcel I.D. Number: 032 - 2018 - 60-200 C0111ML E C S Y AN Plan Transaction No.: Page 1 Index and title ;PotZENCE Page 2 Data entry Page 3 Mound drawings Page 4 Lateral and dose tank Page 5 Pump specifications Page 6 Management plan Page 7 s System and maintenance specification Page $ ' Plot Plan Page 9 Soil Test Designer. Jeff Pox License Number. MPRS 223242 Date: 07/25101 Phone Number. 715- 2943141 Signature: Version 2.81 (9127/00) Page 1 of 10 Mound and Pressure Distribution Component Design Design Worksheet Site Information R Residential or Commercial Design (R or C) Mae: sand fill (D) calculations assume a 300.00 Estimated Wastewater Flow (gpd) Table 8344 -3 in -situ sod bealmod for fecal 1.50 Peaking Factor (e.g. 1.5 = 150 %) coufom of `_ 36 inches. 450.00 Design Flow (gpd) 3.00 Site Slope ( %) 96.60 Contour Line Elevation (ft) 28.00 Depth to Limiting Factor (in) 0.50 In -situ Soil Application Rate (gpd/fe) Distribution Cell Information 65.00 Dispersal Cell Length Along Contour (ft) = 6.92 Cell Width (ft) 1.00 Dispersal Cell Design Loading Rate (gpd/fe) 1 Influent Wastewater Quality (1 or 2) Are the laterals the highest nt in the distribution Y Pressure Disribution Information network? Enter Y or N C Center or End Manifold (C or E) 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) (e.g. 0.25) 3.00 Estimated Orifice Spacing (ft) = 10.23 fe /orifice 2.00 Forcemain Diameter (in) 120.00 Forcemain Length (ft) Does the forcemain drain back? Y 86.00 Pump Tank Elevation (ft) Enter Y or N 3.25 System Head (ft) x 1.3 19.57 Forcemain Drainback (gal) 10.93 Vertical Lift (ft) 58.19 5x Void Volume (gal) 3.15 Friction Loss (ft) 77.76 Minimum Dose Volume (gal) 17.33 Total Dynamic Head (ft) 35.32 System Demand (gpm) Lateral Diameter Selection Manifold Diameter Selec in. dia. o ptions choice in. dia. options choice 1.00 x 1.25 x 1.25 x 1.50 x 1.50 x x 2.00 x x 2.00 x 3.00 3.00 x Treatment Tank information Gallons/inch Calculator (optional) 1000.00 Se tic Tank Capacity (gal) Total Tank Capacity (gal) Wieser IManufacturer Total Working Liquid Depth (in) gal/in (enter result in cell B48) Dose Tank Information 600.00 Dose Tank Capacity (gal) Effluent Filter Infor mation 16.76 Dose Tank Volume (gain) JZabel I Filter Manufacturer Wieser IManufacturer IA100 Filter Model Number Project: Troy & Stacy Haigh Page 2 of 10 Mound Plan View , �t 1 Observation Pipe 0 J K L•L•L•L'L•L•L•L•L•L•L•L•L•L•L•L L.L•L•L•L•L•L•L•L•L•L•L•L• •L•L• _ 1 L L L . L L•L•L•L•LK• C L•S.•L•L•L• • •L•L•L•LK•L•L• L•L• /i • •t.t. • r.r.t.t•r.f•. •.' • t.t.t • r.r.t.. •t.t r•r•t /� • t tr�1 'tirLrtit•r.;:• L •r %l� }: �•: LtLr•r�. w • P - - - - - - • .. • ■ -. I Mound Component Dimensions A 6.92it E 10.49 in H 1.00it K Eaft ft B 65.00 ft F 9.50 in 1 7.14 ft L ft D 8.00 in G 0.50 ft J 5.39 ft w 450.00 (fe) Dispersal Cell Area 1 914.15 (if) Basal Area Available 6.92 (gpd/ft) Linear Loading Rate 1 10.83 (ft) 1/613 Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 99.06 (ft) ----► H rrrrrrirrrrrrririrrrrrrrrii.. F DWoersai cell : 97.77 (ft) Lateral 97.27 (ft)—► — Invert Dispersal Cell 3[ ' :' . ; ; p Elevation E - - a Contour Elevation 3.0 % Site Slope Shading Key Dispersal Cell Geotextile Fabric Cover .. r 1� Topsoil Cap a . .. See lateral details �. . •'• © rrrrr Subsoil Cap 'a —� — •'j ti ' page 4 for number of •:'`'•' ASTM C33 S and .— I ��:::r' ; ti;, L;ti•L•L• laterals, size, and r•R F ® Tilled Layer C m 0.5 it ti Lateral • :•r: spacing. Laterals are A ggregate r'r•r•r•. r•r L•L•L e L•L•'L•L•L••.•L :•,•••••.• s Centered in the AX13 r•r•r• p � :•t•: •r•r;:;r•: •r;r;r ---- A # distribution cell. Project: Troy & Stacy Haigh Page 3 of 10 Lateral Layout,Diagram , Ford main correction Wo tee or cross to manifold at any point. laterals are Idendo al I P S — =. w �k • s Turn-up %ibe II va W or X --��d2 d2�I laterals & force main of PVC Sch 40 cleanoutplup per COMM Table 04.30.8 Holes drilled on the bottom of the lateral. Number of Laterals 4 Orifice Diameter 0.188 in Lateral Diameter 1.50 in Orifice Spacing (X) 3.02 ft Lateral Length (P) 31.71 ft Orifices per Lateral 11 Lateral Spacing (S) 3.50 ft Orifice Density 10.23 fe /orifice Lateral Flow Rate 8.83 gpm Manifold Length 3.50 ft System Flow Rate 35.32 gpm Manifold Diameter 2.00 in Total Dynamic Head 17.33 ft Forcemain Velocity 3.61 ft/sec Dose Tank Information Locking cam with „mting MW and kteldng device and sealed watertight Ekrctrical as per NEC 300 and —� Comm 16.28 WAC Disconnect 4 in. min. Tank component is properly vented ::: 4 Asemate outlet ktcation Forcernain diameter Wieser Manufacturer 2 in. Ca ci 600.00 Gallons Volume 16.76 galrnch A _ Weep hole or anti - Dimension Inches G allons B siphon device A 19.16 321.12 B 2.00 33.52 C PUMP Off elevation (ft) C 4.64 77.76 —t 86.83 D 10.00 167.60 D Total 1 35.801 600.00 Date tank elevation (ft) 86.00 Alarm Manuafacturer Tank Alert Alarm Model Number 101 V Pump Manufacturer Goulds Pump Model Number 13885 WEO 3L Pump Must Deliver 35.32 gpm at 17.33 ft TDH Project: Troy & Stacy Haigh Page 4 of 10 Goulds Submersible Effluent Pump 3885 EMhNM /umV - CANADIAN STANOARO ASSOCIATION S h APPLICATIONS • Three phase: Y2 HP — FEATURES Motor: Fully submerged in 1'/2 HP 200/230/460 V, high -grade turbine oil for Specifically designed for the 60 Hz, 3500 RPM. Class B Impeller: Cast iron, semi- lubrication and efficient heat following uses: insulation, overload open, non -clog with pump- transfer. • Homes out vanes for mechanical seal • Farms protection must be protection. Balanced for Designed for Continuous Trailer courts smooth operation. Silicon P P 9 provided in starter unit. O peration: Pump rati are • • Motels • Shaft: threaded, 400 series bronze impeller available as within the motor manufacturer's Schools an option. g • stainless steel. recommended working limits, • Hospitals • Bearings: ball bearings can be operated continuously Industry • upper and lower. Casing: Cast iron volute • without damage. • Power cord: 20 foot type for maximum efficiency. Effluent systems standard length (optional 2' NPT discharge adaptable Bearings: Upper and lengths available). for slide rail systems. lower heavy duty ball bearing SPECIFICATIONS construction. Single phase:' and HP Mechanical Seal: Silicon /3 Pump: —16/3 SJTO with three carbide vs. silicon carbide Power Cable: Severe duty • Solids handling capabilities: prong plug. % - 1'/2 HP sealing faces. Stainless steel rated, oil and water resistant. f 3 /4 " maximum.. —14/3 STO with bare leads. metal parts, BUNA -N Epoxy seal on motor end 1� • Discharge size: 2" NPT. Three phase:' /2 - 1'/2 HP elastomers. provides secondary moisture • Capacities: up to 128 GPM. —14/4 STO with bare Shaft: Corrosion- resistant barrier in case of outer jacket • Total heads: up to 123 feet leads. On CSA listed stainless steel. Threaded damage and to prevent oil TDH. models — 20 foot length design. Locknut on three wicking. • Mechanical seal: silicon SJTW and STW are phase models to guard 0 -ring: Assures positive carbide -rotary seat/silicon standard. against component damage sealing against contaminants carbide- stationary seat, 300 on accidental reverse rotation. and oil leakage. series stainless steel metal parts, BUNA -N elastomers. • Temperature: METERS FEET 1041(40 °C) continuous 90 140 ° F (60 °C) intermittent SERIES: 3885 • Fasteners: 300 series 25 80 E1 RPM 314 ARlou stainless steel. — ►�5GPn^ • Capable of running dry 70 IE1 5Fr without damage to 0 20 components. W 60 Moor: • Wgle phase:' /3 HP,115 a 15- 50 or 230 V 60 Hz, 1750 RPM; 0 40 E ' /2HP,115V,60Hz,,`, A 1 0 3500 RPM; '/z HP -1'f HP, 30 230 V, 60 Hz, 3500 RPM p. ' Eo Built -in overload with . 2 \5g1 0 7\ automatic reset. Class B insulation. 10 Le :0 0 0 10 20 30 40 50 60 70 80 90 100 110 120 130GPM 0 10 20 30 m CAPACITY 1� C 1994 Goulds Pumps, Inc. + Effective May, 1994 11 B3885 Mound System Management Plan Pursuant to Comm 83.84, Ms. Adm. Code 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 shag be disposed of in accordance with NR 113, Wis. Adm. Code. The operating condition of the septic tank and outlet filter shall be assessed at least once 3 every Y'ear's by inspection. The outlet filter shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions am made to retain solids In the tank that may slough off the filter when removed from its enclosure. If the filter is equipped with an alarm, the finer shag be serviced if the alarm a activated continuously. Intermittent filter alarms may Indicate surge flows or an impending continuous alarm. The septic tank shag have As contents removed when the volume of sludge and scum in the tank exceeds 113 the liquid volume of the tank. If the contents of the talc are not removed at the time of a trienriM assessment, maintenance personnel shall advise the owrer of when the nod service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. The addition of biological or chemical additives to enhance septic tank performance is generally not required. However, if such products are used they shall be approved for septic tank use by the Department of Commerce. Drano Tank The pump ( dosing) tank shag be inspected at least once every 3 years. AN swit has, alannii, and pumps shall be bssted to verify (roper operation. If an effluent firer is installed w" the tank A shalt be inspected and serviced as necessary. Mound and Pinimure DWbudon System No trees or shrubs should be platted on the mound. Plantings may be made around the mound's perimeter, and the mound shag 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 soli compaction may hinder aeration of the infilhakivs surface within the mound and snow compaction In the winter wig promote frost penetration. Cold weather installations (October- February) date that the mound be heavily mulched for frost protection. Influent quality into the mound system may not exceed 220 mglL BOD mtgA -TSS, and 30 mg1L FOG for septic tank effluent or 30 mg1L BOD 30 mg& TSS,10 mg/L. FOG, and 10 cfuh00 mL for highly treated effluent. Influent flow may not exceed maximum design flew specified In the permit for this installation. The pressure distribution system is provided wAh a flushing point at the end of each lateral, and A is recommended that each lateral be flushed of accumulated solids at least once every 18 months. When a pressure test is peformed it should be compared to the initial test when the system was installed to determine if orifice Goggkmg has occurred and IF orifice cleaning is required to maintain equal distribution within the dispersal cell. Observation pipes within the dispersal cell shag be checked for effluent ponding. Ponding levels shag be reported to the owner, and any levels above 4 inches considered as an impending hydraulic failure requiring additional. more frequent monitoring. G enwal This system shag be operated in accordance with Comm 82-84 Wis. Adm. Code, and shag maintained in accordance with As' component manual [SBD- 10572 -P (R. 8199) or SBD- 10690 -P (N.11=)). and local or state rules pertaining to system mairdence and maintenance reporting. No one should ever enter a septic or pump tank slice 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 shag 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 84iches in diameter shag be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component. Continency Plan If the septic tank or any of its components become defective the tank or component shag be repaired or replaced to keep the system in proper operating condition. If the dosing tank, pump, pump controls, alarm or related caking becomes defective the defective component shag be immediately repaired or replaced with a component of the same or equal perfomnance. If the mound component fags to accept wastewater or begins to discharge wastewater to the grovel surface, it will be repaired or replaced in its' present location by increasing basal wea if toe leakage occurs or by removing biologically clogged absorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. Questions on the operation or maintwo of this system should be directed to your designer, Installer, service provider, county zoning offm or local health inspector. See Page 7 for the name and telephone number of your local POWTS regulator. Project: Troy & Stacy Haigh Page 6 of 10 I Mound System Maintenance and Operation Specifications Service Providers Name Jeff Fox Phone 715- 294 -3141 POWTS Regulator's Name I S7 C 901X7 County Zoning Phone 715 - _1 b - 9 Bb System Flow and Load Pammetem Design Flow - Peak 450 gpd Maximum Influent Particle Size 118 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 fe Maximum FOG 30 mg/L Type of Wastewaterl Domestic Maximum Fecal Coliform >10E4 cfu/100 mL Service Freguency Septic and Pump Tank Inspect and/or service once every 3 years Effluent Filter Should inspect once a year and clean once every 3 years Pump and Controls Test once every 3 years Alarm Should test monthl Pressure System Laterals flushed and pressure tested once every 1.5 years Mound Inspect once every 3 years Other Miscellaneous Construction and Materials Standards 1. Observation pipes are slotted or perforated 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. Lateral Turn -up Detail Finished ................ Grade 6" Diameter Lawn _♦ Threaded Cleanout Sprinkler Valve Box Plug or Bail Valve ..... ..... ...... ...... ...... Distribution Lateral . Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Project: Troy & Stacy Haigh Page 7 of 10 7k' Y 4 STA YA I L ti a jl?CLE aE f ly S _. 100 LAICf /vl lJ �ME�2SE�t- i vu-s S�tv 1`l x ��rvEw�y Tb _ TN 3 BE�Rt� ' — S v 5% �✓acCSE _. ZJASLE F 0 - - LZ5 ��to n/ 2E� - _ mo u /UD _ __ _ _ -. _ � �.uc �J�nRQ►c - _: NRI� ' i �r _�h►K _ -r2E� El.. � o o ' _ 1u�1-1A(V�11RK =_NAIL _ W OAY, _ -TPUL, _ el. _ -1 " — '__� -JD 07 TUE 11:43 FAX 715 336 4656 ST CRT CO ZONING Zoll" tNrsconsin Npartrnent of industry, SO IL AND SITE EVALUATION REPORT Pa I of 3 Lab& and Human Relations ' , 9e OiviSlon of - 8afety 8, Buildings in accord with ILHR 83.05, Wis. Adm_ Code COUNTY Attach complete site plan on paper not less than 8 112 x 11 inches in size, Plan must include, but St;. Croix not limited to vertical and horizontal reference po' re t�oq and °o of slope, scale or PARCEL LD <f� dimensioned, north arrow, and location and T ' e ttoad:•� 032- 2018 -60 -200 APPLICANT INFORMATION —PLEAS 7 7 LWNFORMATIRN A IEWcDBY DATE PROPERTY OWNER: " v ` PROPERTY LOCATION John Martell w ? � : GOVT. LOTSE 114 NE 1/4,S 5 T 30 N,R 19 f (or) W PROPERTY OWNER':S MAILING ADDRESS ° '- f LOT # BLOCK # SUBD, NAME OR CSM # 426 Church_ Hill Rd. ST CRaX pc1.H na na CITY, STATE ZfP C �;%. P TV ❑CfTY E3VILLAGE MrOWN NEAREST ROAD Somerset, WI. 54025 `� 1� 247 -592'6 �t Somerset 150th. st. P9 New Construction Use 1 Residential / er o f ilk s 3 [ ] Addition to existing building [ I Replacement f I Public or commercial describe Code derived daily now 450 gpd Recommended design loading rate .5 bed, gpd/ft - 6 trench, gpd/tt Absorption area required 375 bed, ft 375 trench, ft Maximum design loading rate .5 bed, gpd/ft gpd!ft Recommended infiltration surface elevation(s) 97.60 ft (as referred to site plan benchmark) Additional design / site considerations system e1. based on contours line of el. 96.60' Parent material glacial drift Flood plain elevation, if applicable na ft S = r JUltat)le for SystemCONVEINMONAL MOUND IN- GROUND PRESSURE AT•GRAOE SYSTEM IN FILL H: LDIhG TANK U= Unsuitable for system I [IS E1 U ETS ❑ U [Is ®U EIS ®U ❑ S 138 ❑ S R U SOIL DESCRIPTION REPORT Depth Dominant Color Mottles Structure GPD /ft Boring # Horizon Texture Consistence Boundary Roots in. Munsell Qu.St.Cont. Color Or. Sz. Sh. i Bed iTrEndt 1 0 -8 10yr4/4 none 1 2msbk mfz gt.* 2f .5 .6 8 -19 7.5yr4/4 none sil 2msbk mfr gw If .5 .6 Ground ' 19-29 7.Syr4/4 none sl , lcsbk mvfr gw if -4 .5 97.3 ft, 4 29 -55 7.5yr4/4 2d 7.5yr5/6 scl lcsbk mfr na na .2 .3 Depth to limiting factor 29° Remarks: boring # 1 0 -10 10yr4/4 none 1 2msbk mfr gw 2f .5 .6 f< 2 2 10 -28 7.5yr4/4 none sil 2msbk mfr caw if .G .6 >; 3 28 -50 7.5yr4/4 c2d 7.5yr5/6 scl lcsbk mfr na na .2 .3 Ground elev. i 96 ft i Depth to I limiting factor Remarks: CST Name: -- Please Print Gary L. Steel phone: 715- 246 - 6200 Address: 1554 200th. Mo.. New Richmoug. WI 54017 Signature: Date, CST Number. m02298 2 -6 -98 07 -24 -00 11:39 RECEIVED FROM:715 386 4686 F''02 (17 TUE 11:44 FAX 715 386 4686 ST CRT CO ZONING o'j rr+vrCHT) OWN uonn Martell SOIL DESCRIPTION REPORT p age 2 Ut 3 PARCEL, I.D. 03 2 - 2018 - -20 Boring ;q Horizon Depth Dominant Color Mottles Structure GPDrtt� Texture Consistence 1 6WTUY Roots Bed ( in. MunSell Eau. Sz. Cont Color Gr" Sz. Sh" Trend► t> 3 1 -9 10yr4 /4 none 1 2msbk mfr CS 2f .5 i . 2 - 21 10yr4 /3 none sit. 2msbk mfr gw 1 f . S . b 4 none scl 2msbk mfr 3 1 -36 7.5 r4 Ground y / elev. gW if .4 .5 95 ft. 4 6 -60 7.5yr4/4 c2d 7.5yr4/6 sicl lcsbk mfr na na .2 '.3 Depth to >irnippg factor 36" Remarks: Boring # Si:•Y: �'� � :', ivp Ground elev. ft. Depth to Gmi6ng factor Remarks: Boring # R :`l t v {i`n Ground elev. ft Depth to limiting factor Remarks: Boring # Ground elev. ft. Depth to timiting factor 1 Remarks: SBD- 8330(R.05192) 07 -24 - 00 11 :39 RECEIVED FROM =715 386 4686 P•03 i17 24 01 TUE 11:41 FAX 715 386 4686 ST CRl CO ZONING STEEL'S SOIL SERVICE Gun• L. Sree! 1554 200th Ave. CSTM2298 John Martell New Richmond, WI 54017 MPRSW - 3254 SE4NE4 S5- T30N -IZ19w (715) 246 -6200 town of Somerset N 1 BPI.= nail in Oak tree el. 100' Alt. El. = nail in - tree @ el. 98.80 � ttia � ".Slop G o Lk ' fl Cke � -1 r �m CZ 30 r 4 2� - 32 2� Gary L. Steel 2 -6 -99 \ 1 07 - 24 - 00 11 :39 RECEIVED FROM:715 386 4686 P•04 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page / of"�:?? • Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code / Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must County include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all information. Re ewed by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). � v Property Owner AhF,0 i � Property Location ,� Govt. Lot S 114 1/4 S T N R/ E (o W if) / Prope O ner's Mailin ddress Lot # Bloc # Subd. Name or Q SW City S tate Zip Code Phone Number ❑City E] Village tgTown Nearest Road baJ ( ) f New Construction Use: (J Residential / Number of bedrooms _ Code derived design flow rate GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material Flood Plain elevation if applicable ft. General comments CEf VE® and recommendations: q y���C - ��- �- y l AUG 2 6 2002 ZONIN UN7Y / Boring # ❑ Boring G UFFICE 9 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 1 s _. F-1 Boring # [3 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 * Efflue t #1 = BOD > 30 < 220 mg /L and TSS >30 _< 150 mg /L * Effluent #2 = BOD < 30 mg /L and TSS < 30 mg /L CST Nam (P se Pr. Signature / CST Number L Addr s Da a Evaluation Conducted Telephone Number SBD -8330 (R07 /00) I ' Property Owner Parcel ID # Page of ❑ 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 ❑ 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 # E] 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 *Eff#2 * Effluent #1 = BOD > 30 < 220 mg /L and TSS >30 < 150 mg /L * Effluent #2 = BOD < 30 mg /L and TSS < 30 mg /L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608 - 266 -3151 or TTY 608 - 264 -8777. SBD -8330 (R.07 100) r \1i1'!, I;Ii :'!'117 fl F: l 11 I F'�1.0 71:. S�`!b'Ili,{l� /y q / STEEL'S SOIL SERVICE Gr.:rry L. Steel 1554 2001h Ave CSTM2298 John Martell New Richmond, WI 5401 MPRSW -3254 SE4NE4 S5- T30N -R19W (715) 246 -620(( toifn of Somerset BM.= nail in Oak tree S el. 100 ,.It. El. = nail in - tree 4 elT98.80 0 Lk q t 0 Ck "+ � - r� ft r�am 4 C�� Gary L. Steel 2 -6 -98 \• U7 -24 11:39 RECEIVED FROM:715 385 4686 P.04 � -ko f!/ lGti JG ' i NL ( 5 Ic_.�0 . Pr 19 V S9 A /-QLJ 1L C i KeIF— 7V,/S Li PO LAKF� , A Q 1- '2, 76 S to PE lea /G CAL vUrE�SF—frc- O tm& -rAN�Y tj CI o C� i�AGC 3 P�,0,2Q0>J'l �iaysE p ALT. M. NAIL I N ® HI tj EL : )00 DAKTkff - EL = loo Ct AIL Rin2J t\SL S Wisconsin Department of Industry, SOIL AND SITE EVALUATION REPORT Page 1 of 3 Labor and Human Relations + Divg:sion of 15afety & Buildings in accord with ILHR 83.05, Wis. Adm. Code COUNTY Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but St. Croix not limited to vertical and horizontal reference P is } M ' ssqt��and % of slope, scale or PARCEL I.D. # dimensioned, north arrow, and location and n�c ttoa�:. 032- 2018 -60 -200 APPLICANT INFORMATION -PLEAS FF T LWNFORMATI' N R IEW DBY DATE ' 1 q� PROPERTY OWNER: " d ` PROPERTY LOCATION f John Martell :,GOVT. LOTSE 1/4 NE 1 /4,S 5 T 30 N,R lg (or) W PROPERTY OWNER':S MAILING ADDRESS LOT # BLOCK# SUBD. NAME OR CSM # 426 Church Hill Rd. [ cROix 1.B na na CITY, STATE ZIP CO �E `',,Pka ❑VILLAGE [MOWN NEAREST ROAD Somerset, WI. 54025 �- ".'5715 247 -5926 Somerset 150th. st. [x] New Construction Use [:I Residential / rfof s 3 [ ] Addition to existing building [ ] Replacement [ ] Public or commercial describe Code derived daily flow 450 g pd Recommended design loading rate • 5 bed, gpd /ft - 6 trench, gpd/ft Absorption area required 375 bed, ft 375 trench, ft Maximum design loading rate .5 bed, gpd /ft .5_ trench, gpd /ft Recommended infiltration surface elevation(s) 97.60 ft (as referred to site plan benchmark) Additional design/ site considerations system el based on contour?-line of el. 96.60' Parent material glacial drift Flood plain elevation, if applicable na ft S = Suitable for system CONVENTIONAL MOUND IN- GROUND PRESSURE AT -GRADE SYSTEM IN FILL HOLDING TANK U = Unsuitable for s stem ❑ S ®U �S ❑ U ❑ S ®U ❑ S ®U 11 S ®U ❑ S U SOIL DESCRIPTION REPORT Depth Dominant Color Mottles Structure GPD /ft Boring # Horizon in. Munsell Qu. Sz. Cont. Color Texture Gr. Sz. Sh. Consistence Boundary Roots Bed Trench 1 0 -8 10yr4 /4 none 1 2msbk mfr gw 2f .5 .6 2 8 -19 7.5yr4/4 none s i l 2msbk mfr gw if .5 .6 Ground 3 19 -29 7.5yr4/4 none sl lcsbk mvfr gw if 1.4 .5 elev. 4 29 -55 7.5yr4/4 2d 7.5yr5/6 scl lcsbk mfr na na .2 .3 97.3 ft. Depth to limiting factor 29 Remarks: Boring # _ mfr 1 0 10 10yr4/4 none 1 2msbk gw 2f .5 .6 .....2 2 10 -28 7.5yr4/4 none sil 2msbk mfr gw if .5 :.6 ................ 3 28 -50 7.5yr4/4 c2d 7.5yr5/6 scl lcsbk mfr na na .2 .3 Ground elev. 96 ft. Depth to limiting factor 11 Remarks: CST Name: -- Please Print Gary L. Steel Phone: 715- 246 -6200 Address: 1554 200th. Avit., New Richmout, WI 54017 Signature: -' Date: CST Number: m02298 2 -6 -98 PROPERTYOWNER John Martell SOIL DESCRIPTION REPORT Page? of 3 PARCEL I.D. # 032 - 2018 -60 -200 - Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench 1 -9 10yr4 /4 none 1 2msbk mfr cs 2f .5 .6 2 —21 10yr4 /3 none sil 2msbk mfr gw if .5 .6 Ground 3 1 -36 7.5yr4/4 none scl 2msbk mfr 9w if .4 .5 elev. 95 ft 4 6 -60 7.5yr4/4 c2d 7.5yr4/6 sicl lcsbk mfr na na .2 :.3 Depth to limiting factor 36" Remarks: Boring # Ground elev. ft. Depth to limiting factor I Remarks: Boring # Ground elev. ft. Depth to limiting factor Remarks: Boring # Ground elev. ft. Depth to limiting factor Remarks: SBD- 8330(8.05/92) STEEL'S SOIL SERVICE Gary L. Steel 1554 200th Ave. CSTM2298 John Martell New Richmond, WI 54017 MPRSW -3254 SE4NE4 S5- T30N -R19W (715) 246 -6200 town of Somerset N 1 " =40' BM-= nail in Oak tree C el. 100 (J Alt. El. = nail in 5"+ d tree @ el. 98.80' � � h Sla C Inc � -3 o O ft �7 I Z3o 4zi 32 - x►= Gary L. Steel 2 -6 -98 \ 1 I JUL 30 lei 1@:23AM TENNANT CU7i" '.avc P.2 W. ST CROIX COUNTY SEM TANK MAINM ANCE AGREEMBNT AND OWNSUHIP CERTiFicATioN FoRm Wilias Ad*= 6 A PMPMY Addrw 7 5 4f S � (e�`aa�a�, � p Irt��t fir a� �wttiot� 4itylStew 5o MExs£ 1 f Pmt IdantificWon Number • " 740 wwssgwYa q! �i9Va _ T .�L w, tovM o � t ' q.. F -S' r T n Sub v ltd S%rM blap 0 � volume wetnnm► Daitd }..„� S �„ �—, p # (. SM hom 0 y es 9 s LOt U identifAls 0 yea D no MA �� a®d �nly� �'� ie.wit � � pcetwrate�r ilsdtac¢ to lsrw+beo, Atopecm�emaaace 94 0" " 20 a tu& OvNY *m YOM a now, If t ad by s Uomedpumper. What yaa put Wo dw aygWu M A Mat tM fi=dw of On tack u a tmt wat Map is dm wuu &pW rjvbm, Ida pr owM asnaas to tint to at. Cmbe a oettaosdan f=6 tend by - dw *wow sad by a on* p j ' pkmbw, rmtrlotadpu" or a tic veadfy* dw (l) do awAte w"WwMdiq*W ayeoam ds i0 p[0P$ QpWMWg ccaMn aft (2) d* kopeedon acrd (if necomy), the t mk is Wn dan 1/3 &d of dude. V* *m kwm MW dw abm adgltir umft a g azm Ic msisa to pi va00 sewsp dbpwd vyomd with the abadada "t ftd4 b ud% es sat by dwDqau=torcm=mvaw do DaprbawsomamiRawrearswe arwbeanim ontandw tftNft drat y mr bei Goan =at be aad murned to *w 8t amk rAusty Zacbg Office widaia 30 SMATUM OF APPLr.AN7 (J DAM O�'f = 1�Y I (we) cater+ that A suWama an dada tam on to to dw butt of c y (aa r) kwwiedge. I (wv) am (AM) do ow w r(R) of tint pcaapaety abo+ra, iry vds f a warmW deed aac=W fA Ks$Utar of Deeds Old. 8t93MA Qtr A.1+GIANi' IDATS $00004 Amy "that is a *4WeMWmty cmult 6a an aaaituy peemlt being tavAed by W Zenics C9epart+wd. $• Gndso whit tbdt wd+c dn; a amfod waeg=ty 6" lama dw register of Dee& amcd a OW of on ovetillad Wey If rof flaw is arose in dw wamuty used I have received the Stacy Haigh CSM ... I have been working with her on the submission of this map ... remember she bought a parcel, years ago that never had a CSM as required by code. Please review the map and put it on this months PZPC agenda. Please note ... last week the PZPC changed their Zoning meeting date to WEDNESDAY October 24th @ 9:00 am. ON THAT NOTE...zt)e shotild notiflj sit rz?eyors/demlopers of date change zoou.ld yor.i please coor-dirrate that notice (calls/letter zv/ Deb or Glad) She will submit fees today (Monday) and Nyhagen will submit signed copy from Town! Kevin has reviewed and approved the Septic Permit ... the recording information has to be placed on the septic permit and the permit signed from one of our staff and copied/ issued! I will be g one next week Wed - Friday at a conference @ Lacrosse, Rod will be attending the PZPC meeting with you and Deb..maybe he can s v and issue this s } permit once we have a recorded CSM ... I am ian / co p� p sure she will want to do this WED as she has been waiting some time for this CSM /Septic.. CSM is on your desk, the septic file is in Rods Hands! Steven Fisher Zoning Director St. Croix County, WI phone: (715) 386 -4680 fax: (715) 386 -4686 I � m ` .f (715) 483 - 9265 FAX (715) 483 - 3199 FAX COVER SHEET FROM TO 1 �—� i o DATE R � ER NUM� OF F'gG�S INCLUDING COVER 1' v�R A I TIM O t4 LO U .� s 6�£bb J ;18'565 'JN 1 N 3 r a S O O = M N N (n, .10 o a 9L �1 O Ooh ` U 1 Q. 1 N Q' `1 l w N CL 19'09b a o N NI M LO ro OD 161 < 0 ( N Be ° 4 Zoo ' 3 C. S. M_ v�)t .6 o c C VOL _PG_ 120U PG_ 1727, z `l 373 (V � NOI °57'53' E — us 39.01' F N88042'09'E o C p ' W I �88 0312 "E ' 919.36 260.27 � J o ~ S8r1 ° 03' 12 "E 14,a0 p C,z - CA v+ a 2.60' - _ u) W PARCEL 8 o s 10 6 472.228 SO. FT. N 10.84 ACRES C 1/d r"Jury nt / I £O 39W 33S ' LANGER BROS. C c W �� G "ham ma ao vuj b k O c y v b °cv �v litv �� V Landscape Gardening \ V V � w U 777 � N y Bedding Plants in the Spring °r °v 3 ° 5 Miles North of Somerset on ., • u tl �h ; �� �� ii vd �2 a' n • Highway 35 North Somerset, Wisconsin . y 1 V& SXV7 247 -5557 "7 — bti ��� • ° `'� ° o " L ° l � J a u e na �u 1 ' . .� v 1 p ✓a.+L� ` PLEASE �¢ o 4 Qy Q avxi�nv� PATRONIZE �- �� � � � da � ,�.� t • �� P 4Y 6� QC�:' �� y.Ck a L.acu�a L°os .� THE . pp NS� �1 p h ADVERTISERS NP,°� 11 v� a�� •� •� 41) tu y �o� o-e• °J Fi ✓uaN M �� • They Have Been aaa n� Instrumental In °° ` �e �� h �"��o :� �.� '�.c � g �'��; zY`0 Making This I . Land Atlas & D h • JA.. o �� •. sn s��� Plat Book Possible •, A .3 W _ Y a u a3 tu ,•4` W 3 They Will Welcome U � a a The Opportunity �Ot To Serve You L IJ IW O Y ' O Q o to 4. a a; A I 4 p- v f0 396d 33S \ve 04 Ban >>► 6stem fil/water Avenue v F tl h 14 a o I ter v. - lei - er Minnesota 55062 v - �� d JO " • C m \@ aN,nvbt7h Main Street �`$$watey Minnesota 55062 439 6022 0 q � �, �, ` �.�ti o �� ���,,, F � •� : � Hefter FDIC /'�C.f;• .O ♦,�� �n �t` V w p 1 3a777i l �j�� CL � , ao�rwESr • u ° i BANKS �. k h ��% V . ` �vvJ n 0 J 0 ° • ` v ,, c0 � o aa o C l od rt 4 o vtl SOMERSET 1t . TELEP ayes HONE •N �� ��o �o ��; Wa l um : dr tl P - p" 0 9 1 ` E hV 2 aax�a t INC CO. p �° E• 4MJ h�� ti 6L n Y A \ m craeu n p N `,`ppC - L .: ' SJw;; tl Somerset, Wisconsin o oe 54025 i FULL DIGITAL _ •,a ' va Ilv SWITCHING W d s� r H1os bna � M — y 3 \a tly b Z�� V��b Fod EQUIPM � tl R� Oj0 `�y e SUg VU 7 " `I �N .Do �� o v° a6 ✓oarJ � l'D U�'0 Sales or Leasing ape � co, �tlo b�x�.y W (715) 247 -554 ,v h • t m � 5 • � .jtw a -na VE �� ok «y L Ij � � > " ,Oa/'sA � y 1 , 1e6: h • �� 4v Q tlo�ey oa o, (U JIM'S FLOOR _ a Qi CARE SERVICE '-- _ W � � ° �' "q °'� '" � . - h •' " a *Complete Janitorial W Service 3 *Wood Floor Refinishing *Scrub &Wax, Tile, Terrazo Quarry loor Y s 1. 1 ti & Kitchen Floors W 6 Z r Ip: 'Refinish Cement Floors � L Painted or Clear Finish (715) 247 -5330 v1 :JJ ✓fj/ 201 Oak ................ Somerset. Wisconsin 54025 U) s : Q Cr lu t n a.. SIP 39Vd 33s' 5� �i NOrwest Bank Stillwater d p F F y o v a o r w n q 2000 Northwestern Avenue `' SW d �� ° g ���b a h k Stillwater, Minnesota 55082 � q NJ s E 439 -2425 h / s al 102 North Main Street • � O z v o Stillwater, Minnesota 55082 v n W 439 -6022 �j0� c[. p Member FDIC + a p 3o�u� CLh . �ee` q U i \h b o i au1411 .•, M MORWESr BANKS t 4 1i �Q o CS svp �o THE KING y t` � no � � 3 u N U)� ■ � v P� � OF CLUBS .. ........... :.... V \ ........... :.... � W� aird � C l � •� '. �1 bl .l� . � �r�i ........:.............. 'l 6� THE *� R v ..j5 ii:::::::::::::::: g y ..max �a3 y +� v ¢a d X� �ZC � W � i h'°d' 04 � p V or t tu � pp �' - a -all, ° • SOMERSET p s b °° �a :::' �p m � - utl � ox �` TELEPHONE • v ,� Ja C:' vim ■ Soe CO INC � ' /D1 Z - 1 1 NFX � 4 .ia/inwr 0 fx 4p Si.�A3 -nom ` j • :.'7f1 C': o \•y U 0 of 0 of p of 70 Somerset, Wisconsin '-4� 54025 Q Q� (6 . r o a� n w M l JO • N. W � tu FULL DIGITAL M a, a 1 SWITCHING i .�& �� 3 a $� EQUIPMENT FYI. ce 1 Sales or Leasing Zy�� dyti os r'PP=Ny C (715) 247 -554 4 � � y O °� o 0 q v � nB n >r y i vf� 1 •� g$ m d� aR� : °� �`�� �� �b ' O `F yThF NZ SL'6L �� Y�� `tly •� � V � � �K V U ' s aovaJMO� A cr— J 1 3tl777/H tl F Q� W • 11 3 > � b • ��`..p � A 1 I Z 7� h 0 109 �x ; � N b cl F � u�sH4 u � tu tn 'F o „ '/JDw v c a 1 0 � /Y\ v y r�s ��srna ' a c °� W �_ J �4 a� 0 1s9� H p� r ��o o o to oA /ap of P— ° � auuv S( O.y • �C /a"DY� /W ,; • � 6t 1 F x lw :: :N: "!"S: � .� - { as ..%1 � m.. P✓D / { ?b5 v +wayd � S Q V� y�Jw N a,c etly `1 ��ug� � si U)r7I Iz to by ��•vv�og yoC W F/od' _ov o v my N �v0 f v a� ,�ZQ qq�`, ���h� � Fi�uaH � � o f •d / p � ui7 0 2ouJ C t0 ^tK s� H 5 wU A o tl • a' to 13 s.� o n � h /4vL ti b • � � . `� a W �• �yt T 7 IL �r}� • $ B/ a C� N 45 oC orb � n • c N yyi,� C is i L o �� r J D oc ti og uuu 0091 0091 53 £0 39W 33S 1 401 6V 9 NO `/J 4 sae�se m a • fi '$ �' v Lro uiwo. Log ` g .' q ft ,a +1� std N Z E'eliU N avas "Yon ry 91 4� tu • 4 v n oa/ J a N p pr ?v �Rhaoy 0 W pp W s .. 7N uanaf l " N • ` pp r a"a OZ isl ir yr Ju m tl n ry 'p/ardr o °9.�rsu/n� p ' � H .................. \ K' U C �!jJU S 0 • W 4 pvn J W e yea. n • Nt os 0 ` V g �,d tl Y. � 7�1��U � y u�ya�, � y, - � •� J J v � � � y uyolr 4S u w�1 C a ��� ..ad. • � y 5 O y AU i Y3 tlq � � ay u �� � � .9',I�m .emu � N� • u w�DW Q � W R ay �y W w a g 3 — I 46 J cr W o S v / u to L S , VOL V9. 7rou STATE BAR OF WISCONSIN FORM 2 — 1982 57.3195 WARRANTY DEED DOCUMENT NO. John Allen Martell, a single person, REGIS � OFFICE - ST. CRlX CO.. WI -- R.Ctl for r -0c" _ - FEB 18 1998 conveys and warrants to Trott s1_ —Bajgh and Stacy 1i, Ha 1Q11 -- bi d aiKi W t ` '(e ..,.. - 4' O Cc ." Rs 1ster TH.S SPACE RESERVED FOR RECORDING DATA NAME AND PETURN ADDRESS the `)flowing described teal estate in St . =ix ___ County, State of Wisconsin: r r I _ 032- 2018 - 60 -200 PARCEL IDENTIFICATION NUMBER i 2 5 032 - 2015 -95 -100 S 3 (S?e Attached Exhibit "A ") �TRANSFER ' F EE This is not homestead property. xft (is not) Exception to warranties: Easements, restrictions and rights -of -way of record, if any. 7 d a y A D., 1998 Dated this y of Ee hma sy (SEAL) (SEAL) Jahn A llen Martell r ' VOL 4.297 PACE 14 4 EXHIBIT "A" A parcel of land located in part of the S 1/2 of NE 1/4 of section 5 Township 30 North, Range 19 West, Town of Somerset, St. Croix County, Wisconsin further described as follows: Commencing at the E 1/4 corner of said Section 5 also being the point of beginning of this description; thence S88 0 25'44 "W along the South line of the NE 1/4 of said Section, 596.77 feet; the;.ce N01 0 32 1 17 11 W, 460.6 feet; thence N88 °03 11 W, 7 04.40 feet thence N01 0 32 1 17 11 W, 100.00 set; thence S88 0 03 1 12 "E along the South ine of Certified Survey Map, Vol. "5 ", Page 1373 a-id Vol. "4 Page 1200, 919.36 feet; thence N01 0 57 1 53 11 E, 39.01 feet; thence 1188 0 42 1 08 11 E along the South line of Certified Survey Map, Vol. "6 ", Page 1727, 250.27 feet; thence N01 °11'52 "W along the East line of said Certified Survey Map, 443.79 feet; thence N88 0 42 1 08 11 E, 132.00 feet; thence S01 0 17'52 "E along the East line of the NE 1/4 of said Section, 1028.38 feet to the point of beginning. EXCEPT part to Henry J. and Debra J. Halfen in Vol. "888 ", Page 570 and EXCEPT part to Jeffrey C. and Brenda K. Lauck in Vol. 11 894 11 , Page 349. ther With the perp i ege and easement to go upon the following described lands situated in the Town of St. Croix County, Wisconsin to -wit: Commencing at the NE corner of the SE 1/4 of Section 5, Township 30 North, Range 19 West, the point of beginning for easement to be described; thence Wly along the quarter line 66 feet; thence SPly to a point on the East section line that is 66 feet Sly from the point of beginning; thence Nly along the second line 66 feet to the point of beginning. To Have and To Hold unto said Grantee, her heirs, successors and assigns for the purpose of placing and maintaining a roadway, and Grantors, ' for themselves, their heirs, successors and assigns, agree that they will not construct or permit to be constructed anything upon the said easement which wjuld interfere with Grantee's exercise of the rights hereby con.Ayed. This instrument and the covenants herein contained shall inure to the benefit of and be binding and obligatory upon the heirs, personal representatives, administrators, successors and assigns of the parties hereto. ALSO, that part of the SW 1/4 of Section 4, Township 30 North, Range 19 West, St. Croix County, Wisconsin lying West of 50th Street as the same is now situated. r e r � a � � � I s 677291 RECEIVED VOL - 16 PAGE 4284 KATHLEEN H. WALSH REGISTER OF DEEDS APR 2 5 2002 ST . CROI Co., WI ST. CROIX COuNTY RECEIVED FOR RECORD ZONING OFFICE 0 4- 25-2002 3:00 PM CERTIFIED SURVEY MAP CERTIFIED SURVEY MAP LOCATED IN PART OF THE SETA OF THE REP FEE: 13.00 COPY FEE: PREPARED FOR NE1 /4 OF SECTION 5 AND IN PART OF THE PAGES: TROY & STACY HAIGH NW1 /4 OF THE SW1 /4 OF SECTION 4, 11890 84th PLACE N. T30N, RI 9W, TOWN OF SOMERSET, ST. = o MAPLE GROVE, MN 55369 CROIX COUNTY, WISCONSIN. NE COR. N O w 0 SEC. 5 O m v SURVEYOR: 0 00 DOUGLAS ZAHLLER j w a U) S& N LAND SURVEYING, INC. 1 c� rn w w 2920 ENLOE STREET (N88 132.00) +I� N w Z w (N88 °42'08 S89 °36'30 "E n w w m HUDSON, WI 54016 I 132.15' NO w Ir m 0 Q0o mm j � p 231± I co Z � 1 011 ; 0) oCi?; cc q� s m w ui � i Ld co O' OF w� V� ' I ° co N I Qp 1 f 4 �° I [� ; �° ; o oo ; �� DOUGLAS J. �� O , Z N N Z ^ o ; o I m ZAHLER W x �'0 �' ' O O O (N01 ° 57'53 "E) I �' Cl) HUDSON, 39.01' (N89 42'08' E) Z N 'n WI . NO3 °40'15 "E 2527' m aD z S89 °3 "E cl N c°o O O (S88 °03'12 "E� N G N U fLaG3C�LsL� DG� bOLl o �'� o co Ui W - nn - - 7 --��-- -- - - /- - �(� (Q LL Q� T �o S p O O � 1 t WETLAND � ' t` z � CURVE 1 - 2 '; w Radius 696.23' LOT 5 v Central Angle 26'20'15" V/ 1 N 0 Chord Bearing S29'18'01.5 "W I P• 9.222 ACRES w Chord Length 317.23' 0 (401,717 SO. FT.) J N. a 1 Arc Length 320.04' o 0 0 cnq � 1I Tangent In S42'28'09 "W dt Q; O I u c� V IRON PIPE FOUND w al Tangent Out S16'07 54 "W S00 0 43 1 19 "E 1.04' FROM �I 1: ED: C) 5 SET 1" IRON PIPE E1/4 CO Z SEC. 5 / EXISTING ACCESS EAST -WEST 1/4 LINE W1/4 COR. EASEMENT RECORDED OF N SECTIO 4 / � E1/4 COR. SEC. 5 _ IN VOL -- PAGE_114, N88 °58'33 "W 5248.28' EC. 4 S89 8 "E 48 + S88 °25'44'hN 596.77 66.0 ' S °58'33 "E S 6 N88 58'33"W 4736.91' N89 8"W P96.91 d'9 C O ) / 5031.68' S89 ° 461 S E 5333.82' 1 S v' L EAST -WEST 1/4 LINE ykp" I OF SECTION 5 � o C °o into r- ,o c� ,' Q --------------------------------------- - - - - -- 1 ---------------- b ° b �0;''(°,: ------------------------------------ - - - - -- I - ^^ ; 1 N LEGEND 1 o FOUND ALUMINUM COUNTY w N SECTION CORNER MONUMENT ZO 2 r FOUND 1" IRON PIPE w N OUTLOT 7 SET V OUTSIDE DIAMETER BY Z u) o I,� 0.680 ACRES O 24' LONG IRON PIPE, WEIGHING z I 4 I (29,604 SO. FT.) 1.13 LBS. PER LINEAR FOOT w T T NON - BUILDABLE - FOR ( ) RECORDED AS 3 I N co ACCESS T S�� N c6 ST. CROIX COUNTY EXISTING FENCE N Planning zoning and Parks Comm tine O N SCALE IN FEET 1" = 200' Z APR 2 �pp� 200 0 200 SE COR. If not recorded wiinut 30 (lay:: l.)f SEC. 5 approval date approval shall be THIS INSTRUMENT DRAFTED BY: WILLIAM KANE null And void JOB NO. 6111 -01 DATE: 10/23/2001 REVISED: 04 /12/2002 SHEET 1 OF 2 SHEETS V01.16 Page 4284 - l ben 96ed W 1 S133 HS Z 30 Z 133 HS ZOOZJZ V170 :03SIA3d LOO Z18ZIM :31VG LO L L L9 'ON 80f 3N WVIIIiM :A8 031-JV8 SIHl q 71. a A '931 D JO aSJawo O UMO a UD a31 .P �} S1 1 41P .110 6uluoZ A1uno0 x1oJ0 • }S ay} }3DI000 laoJod Auo 6uldolanap Jo 6ulsoyoJnd aJo;ag (•o '1aoJod o} SSaoOD 'azls 1ol LunuJlulw 'spuol}aM '•a• su01}Dln6aJ puo salnJ 'stool d14suMo1 puo �(1uno0 'a }o }S o1 13afgns sl dow sly} UO uMO4s IaOJDd y003 pion pua ilnu aq 11e4 Ienojdde etQp lenadde 10 FAep or u!utiM nanv»aJ IOU !i `NO SI l SbLZ 9LOjvS IM 'uospnH �Da ad li U31H1i!Z ' }S aOlu3 OZ6Z Z 6uiAaAJnS puDl N 7? S r sv�0n00 ea11 u,wo0 seed pue bu(uoZ uutuuel �,1, d~ 5b LZ Sit! 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