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026-1077-70-000
Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division Sanitary Permit No: INSPECTION REPORT 574360 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: Demullin , Joshua I Richmond, Town of 026-1077-70-000 CST BM Elev: Insp.BM Elev: BM Description: Section/Town/Range/Map No: 160 6 �� ,Q�`,. 26.30.18.4078 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION O B !�I S FS ELEV. Septic ` lr'bQ Benchmark 3•SS /Q3. lQf> Dosing cj6 Alt. BM 7. ! 93 - �- 4 Q• `7 .4 Bldg.Se er ;6 Holding St/Ht Inlet I St/Ht Outlet * alb. E 89.31Z TANK SETBACK INFORMATION 0 TANK TO P/L WELL BLDG. ent t Air Intake ROAD Dt Inlet 3.$ g�o•7 Septic i —7 Dt Bottom A 25 7 �� � Dosing ) 1 Header/Man. g 725 T i m 7 5 7 � 4,41 9�'• S Aeration Dist. Pipe T' Holding Bot. System Final Grade .�q -7 7. c� PUMP/SIPHON INFORMATION � 1 Manufacturer Demand St Cover La 7. 1 9 3. a \ S GPM I Model Number VS 3.3 a �c'o v +� S. 35 TV TDH Lift 3 Friction LossO System Head TDH S. q 3 5 Forcemain Length r Dia. J ( Dist.to Well I-ZV Z 77� r SOIL ABSORPTION SYSTEM BEDITRENCH Width 1 Length No.Of TrenQfles PIT DIMENSIONS No.Of Pits Inside Dia. Liquid Depth DIMENSIONS /at) Ve 1- SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer: INFORMATION CHAMBER OR \ Type O Systenj: � U g l _r(N UNIT Model Number: \ DISTRIBUTION SYTLSTI/ECM Header/Manifold Distribution ` J x Hole Size Ix Hole Spacingr Ven Air Intake Pipe(s) ,Iq J J �_ 3 J I - Length "-- Dia �- Length 'S 1 Dia Spacing 4 SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only - Depth Over J Depth Over xx Depth of xx Seeded/Sodded 1xx Mulched Bed/Trench Center •-7 6 BedlTrench Edges \� Topsoil l �- Yes No Yes No COMMENTS: (Include code discrepencies,persons present,etc.) Inspection#1: ! / 3 / Inspection#2: 1 1 Location: 1378 130th Avenue New Rich11mond1,WI 54017(SE 1/4 SE 1/4 26 T30N R1 8W) NA Lo6� arcel No: 26.30.18.407B d'.JA, YK La. Go Jul.. •e 1.)Alt BM Description= p� 2.)Bldg sewer length -amount of cover= � C..�.c�h.S ef� Plan revision Required? Yes o � s Use other side for additional information. - - - - Date Ins-pc s Signatur Cert.No. SBD-6710(R.3/97) a u� If A' orf All -s are,*- c ,fcf/ A)ID� A Q /000 5� t r ® County Safety and Buildings Division j( , 201 W.Washington Ave., P.O. Box 7162 Sanitary Permit Number(to be filled in by Co.) p �• � Madison,WI 53707-7162 9 PAID 5 7113 4�)o ermit Appl 3tinn State Transaction Number ,A� x` 55 9Co In accordance with Sl'�892Y(2),Wis.Adm.Code,submission of this form to the appropriate governmental unit is required prior to obtaining a sanitary permit Note:Application forms for state-owned POWTS are submitted to Project Address(if different than mailing address) the Department of Safety and Professional Servies. Personal information you provide may be used for secondary purposes in accordance with the Privacy Law,s.15.04(1)(m),Stats. I* [) 3 7 7� X i f L Application Information-Please Print All Information .7 (l Property Owner's Name Parcel# Property O er s Mailing Address Property Location 1-3 7 g Govt Lot City,State eZip Code Phone Number �� : 14, Section luj2uy 5 Yd / 71.E Q t (,ei�cle one) I ! T � N; R_�E or W II.Type of Building(check all that apply) Lot# 1 or 2 Family Dwelling-Number of Bedrooms Subdivision Name n `4Ce.-,-,C Block ❑Public/Commercial-Describe Use K ❑ City of ❑State Owned-Describe Use CSM Number ❑Village of 1 3 Y 6 9� Y ,Town of A- / A4-- C, a V- a - P-5-6d III.Type of Permit: (Check only one box on line A. Complete line B if applicable) e,4_ 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 j IV.Type of POWTS System/Com onent/Device: Check all that a I ❑Non-Pressurized In-Ground ❑Pressurized In-Ground XAt-Grade ❑Mound>24 in.of suitable soil ❑Mound<24 in.of suitable soil ❑Holding Tank ❑Other Dispersal Component(explain) �1 ❑Pretreatment Device(explain) V.Dispers&TreatMent Area Information: Des r Flo d) Design Soil Application Rate(gpds K Dispersal Area Required Dispersal Area Propos System Elevation bb 1 too 9 ,sa VL Tank Info Capacity in Total #of Manufacturer Gallons Gallons Units -0 E New Tanks Existing Tanks a w a s U y rn W. U C. Septic or Holding Tank bUO /�DV r Dosing Chamber VII.Responsibility Statement- I,the undersigned,assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name(Print) Plumber's atrue RS Number Business Phone Number Plumber's Address(Street, ity,State,Zip Code) �► oet V13 VIII n /De artment Use Only Approved lsapprov Permit I- D Issued Issuing ent Signatur n Reason for ial $ &Z,! - Z J� DL Cond*gllr�elReasons for Disapproval 3 / /I .l , r�^ Q� n(� v�.�(' Q �� i�"`Septic tank,efflubnt•fifter cry or�S r dispersal cell must all be servtce5 t "_Alb G A- as per management plan provided by plumber. \ r 2. Abet!` tOqul?e�gnts m ba. r►>intafi► c� \ w� �M Jb� �� rrev`^ v!'« as per appUb We cocW/ordinances: JJ Attach to complete plans for the system and submit to the County only on paper not less than 8 12 z 1 inches m SBD-6398(R. 11/11) �. P ST. CROIX COUNTY ZONING OFFICE CERTIFICATION STATEMENT FOR UTILIZATION OF AN EXISTING SEPTIC TANK This s to certif hat I have inspected the septic tank presently serving the J residence located at: Sl- 1/4, ,5/ 1/4, Section 7 , Town N, Range / g W, Town of , St. Croix County Wisconsin. Upon inspection, I certify that I have found the tank(s), to the best of my knowledge, will conform to the requirements of Comm. 84.25, and it (they) appear(s) to be functioning properly. Most recent date of service IVIA Did flow back occur from absorption system? Yes No (if no, skip next line.) Approximate volume or length of time: gallons minutes Capacity: _ DC�C� Construction: Prefab Concrete _ Steel Other Manufacturer (if known): AJ114 , Age of Tank (if known): Ai I-A , (Licensed Pl ber Signal?,) (Print Name) T '0VVr �0 3S (Title) (License Number) MP/MPRS 2— (Date) Form to be completed by licensed plumber (s. 145.06, Wisconsin Statutes) or licensed disposer (NR 113 Wisconsin Administrative Code) 1 BRADY J UTGARD Page 2 8/18/2014 a • 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 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 • SPS 383.22(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 may include local inspectors Owner Responsibilities: • SPS 383.52 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. SPS 383.54(1). • SPS 383.52(2) A POWTS that is not maintained in accordance with the approved management plan or as required under s. SPS 383.54(4)shall be considered a human health hazard. • SPS 383.55 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 Industry Services reserves the right to require changes or additions should conditions arise making them necessary for code compliance.As per state stats 101.12(2),nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure,or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below,or at the address on this letterhead. The above left addressee shall provide a copy of this letter and the POWTS management plan to the owner and any others who are responsible for the installation,operation or maintenance of the POWTS. Sincerely, Fee Required$ 250.00 Fee Received$ 250.00 °y Balance Due $ 0.00 Charles L Bratz POWTS Reviewer 2, Integrated Services WiSMART code:7633 -k (608)789-7893 ,7:45 am-4:30 pm Monday-Friday '' %barles.bratz @wisconsin.gov cc: Edwin A Taylor,Wastewater Specialist,(715)634-3484,Monday-Friday 8:00 am To 4:30 pm �tiyAxT��N DIVISION OF INDUSTRY SERVICES tit' row 3824 N CREEKSIDE LA o� f HOLMEN WI 54636 3 D Contact Through Relay " www.dsps.wi.gov/sb/ 7 P S �w www.wisconsin.gov �o ssro'N Scott Walker,Governor Dave Ross,Secretary August 18,2014 CUST ID No. 220357 ATTN:POWTS Inspector BRADY J UTGARD ZONING OFFICE UTGARD PLUMBING&HEATING ST CROIX COUNTY SPIA PO BOX 413 1101 CARMICHAEL RD AMERY WI 54001 HUDSON WI 54016 CONDITIONAL APPROVAL Identification Numbers PLAN APPROVAL EXPIRES: 08/18/2016 Transaction ID No.2445596 SITE: Site ID No. 805094 Joshua Demulling Please refer to both identification numbers, 1378 130TH Ave above,in all correspondence with the agency. Town of Richmond St Croix County SE1/4, SE1/4, S26,T3 IN,R1 8W FOR: Description:At-Grade/Three Bedroom/Sloping Site Object Type:POWTS Component Manual Regulated Object ID No.: 1498293 Maintenance required; Replacement system; 450 GPD Flow rate; 40 in Soil minimum depth to limiting factor from original grade; System:At-grade Component Manual,Version 2.0,SBD-10854-P(N.03/07,R. 1/12), Pressure Distribution Component Manual-Ver.2.0, SBD-10706-P(N.01/01,R. 10/12); Effluent Filter The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner,as defined in G0tg)1T1 chapter 101.01(10),Wisconsin Statutes,is responsible for compliance with all code requirements. AppR No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06, DEp.t pF S stats. ROF ESS10 The following conditions shall be met during construction or installation and prior to occupancy or use: p N OF 1N Q,v�SlO Reminders • This system is to be constructed and located in accordance with the enclosed approved plans and with the component manuals listed above. • The changes made in red to this plan on 8/18/14 by this reviewer were acknowledged and approved by the system designer. • The existing septic tank must be inspected for structural soundness, size and baffles and must be brought into conformance with the requirements of ch. SPS 383,Wis.Adm.Code.If it does not conform, a state approved tank must be installed. • Per manual cited above,limited activities are allowed in the area 15 feet down slope of the component area. Soil compactipn,excavation,vehicular traffic and other similar activities that impact the treatment and dispersal are prohibited. • The well must be a minimum of 25 feet from any POWTS tank, and a minimum of 50 feet from the absorption area. chs.NR 811 &812c BRADY J UTGARD Page 2 8/18/2014 • A Sanitary ermit must be obtained from the coup where this project is located in accordance with the ary t3' P J requirements of Sec.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 • SPS 383.22(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 may include local inspectors. Owner Responsibilities: • SPS 383.52 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. SPS 383.54(1). • SPS 383.52(2) A POWTS that is not maintained in accordance with the approved management plan or as required under s. SPS 383.54(4)shall be considered a human health hazard. • SPS 383.55 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 Industry Services reserves the right to require changes or additions should conditions arise making them necessary for code compliance.As per state stats 101.12(2),nothing in this review shall relieve the designer of the responsibility for designing a safe building,structure,or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below,or at the address on this letterhead. The above left addressee shall provide a copy of this letter and the POWTS management plan to the owner and any others who are responsible for the installation,operation or maintenance of the POWTS. Sincerely, Fee Required$ 250.00 Fee Received$ 250.00 1 � r Balance Due $ 0.00 Charles L Bratz POWTS Reviewer 2,Integrated Services WISMART code:7633 (608)789-7893 ,7:45 am-4:30 pm Monday-Friday 4. : +6harles.bratz @wisconsin.gov cc: Edwin A Taylor,Wastewater Specialist,(715)634-3484,Monday-Friday 8:00 am To 4:30 pm r RESIDENTIAL AT-GRADE DESIGN INDEX AND TITLE SHEET Project JOSHUA DEMULLING Owner JOSHUA DEMULLING Address 1378 130 TH.AVE. NEW RICHMOND WI. 54017 Legal Description SE/SE/ S26/T30/R18W Township RICHMOND County ST. CROIX Subdivision Name CSM VOL12/PG560 Lot No. 1 Parcel ID Number 026-1077-70-000 Plan Transaction Number Index sheet Page Calculations Page 2 At-grade drawings Page 3 )NALLY Laterals and dose tank Page 4 WED Specifications Page 5 kFETY AND Management&contingency plan Page 6 ;AL SERVICES #USTRY SERVICES Designer BRADY UTGARD License Number 220354gricRONDEN Signature Phone Number 715-760-0946 Date 08/06/ 4 I Designed pursuant to: At-grade Component Manual for POWTS SBD-10570-P(R.6/99), and SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST-SAS(01/81) Version 3.11 (05/01) Page 1 of 6 PRESSURIZED AT-GRADE DESIGN Flows and Site Data Entry. r Residential or commercial? 300.0 Estimated wastewater flow(gpd) 450.01 Design wastewater flow(gpd) 5.00 %Site slope 98.50 Contour elev. below lateral(ft) 40.00 Depth to limiting factor(in) 0.50 In-situ soil application rate(gpd/ft"2) Distribution Cell Information 1 Influent wastewater quality 4.50 Linear loading rate gpd/ft 9.00 Effective absorption width (ft) 9.0011 Max.effective width permitted(ft) 100.001 Aggregate length(ft) Pressure Distribution Data Entry C Center or end lateral connection Q2 Number of laterals 0.188 Orifice diameter(in)e.g.0.188 2.00 Estimated orifice spacing(ft) 2.00 Forcemain diameter(in) 3.371 Forcemain flow velocity(ft/sec) 220.00 Forcemain length(ft) y Does forcemain drain back? 86.00 Pump tank elevation(ft) y Are laterals at highest point? 6.6 r I bSt> NA 3.25 System head(ft)x 1.3 35.9 Forcemain drainback(gal) 1200. Vertical lift(ft) 45.0 5x Lateral void volume(gal) 5.09 Friction loss(ft) 80.9 Minimum dose volume(gal) 20.34 Total dynamic head(ft) 33.0 System demand(gpm) zo .%L� Lateral Diameter Selection Gallons/Inch Calculator Pipe diameter Design options Design doice 750 Total Tank Capacity(gal) 1 in _ _ _ 37 Total Working Liquid Depth (in) 1_25 in 20.3 Galin(enter result in cell G46) 1.5 in x X 2 in x Treatment Tank Information 3 in x 1000 Septic tank capacity(gal) WEEKS Manufacturer Effluent Filter Info , Dose Tank Information Filter manufacturer 750.0 Dose tank capacity(gal) Ph-529- Filter model number 20.3 Dose tank volume(gaUn) WIESER Manufacturer Project: JOSHUA DEMULLING Transaction Number: Page 2 of 6 AT-GRADE PLAN VIEW �D 1/6 B observation pipes(2 typical) A 9.00 ft D B 100.00 ft �7 1/6 B 16.67 ft •.•. .•.•.•.•.•.•.-.-.•. C 11.00 ft W D 5.00 ft E 2.00 ft L 110.00 ft D B W 21.00 ft A x B 900.00 ft^2 L Ems_Cap Typical obs.pipe. =Total aggregate cell A x B slotted in the lower s°,and anchored =Plowed area L x W rely s° AT-GRADE CROSS SECTION Svnthetic fabric cover 100.29 ft Finished grade Lateral elevation invert elev. 99.00 ft ====== f— Observation pipe at aggregate toe E 5 % Slope ft C A Surface contour and system 98.50 elevation D ® = 12 in.topsoil and subsoil over aggregate and tapered to toes. Plowed layer below L x W = 6 in. aggregate below pipe(s), and 2 in. above pipe. i Project: JOSHUA DEMULLING Transaction Number: Page 3 of 6 PRESSURE DISTRIBUTION AND DOSE TANK Lateral Diagram-Center Connection P I x12 Laterals&force man of PVC Sch 40 Last hole drilled next to end cap (per COMM Table 84.30-5) Holes drdied on the bottom of the lateral, equaljspaced ! =Turn-upwfball valve orcleanoutplug Lateral Specifications 0.188 Orifice diameter(in) Center Lateral connection point X 2.00 Orifice spacing(ft) 2 Number laterals 25 Orifices/lateral P 49.00 Lateral length(ft) 16.5 Lat discharge rate(gpm) 1.50 Lateral diameter(in) 2.00 Forcemain diameter(in) 33.0 Sys.discharge rate(gpm) 220.00 Forcemain Length(ft) 20.34 TDH(ft) Typical Pump Chamber Layout Approved manhole cover with Weather-proof warning label and locking device junction box Final grade 4" disconnect Tank component is �► Alternate ProPedy vented L outlet ration 18" min. Electrical as per NEC 300 and Approved outlet Comm 16.28 WAC joint Tank full = Inches Gallons JA Provide 1/4" .2 A 19.0 384.9 ,q��on xhole or c B 2.0 40.6 antisiphon '�� P B £ C 4.0 80.9 Pump on device. 5 D 12.0 243.6 87.00 ft C Totalsl 37.01 750.0 Pump off D 3"Bedding under tank �— 86.00 ft GOULDS Pump manufacturer LEVEL Alarm manufacturer EPOS Pump model number DLV. Alarm model number Project: JOSHUA DEMULLING Transaction Number: Page 4 of 6 At-grade System Maintenance and Operation Specifications Service Providers Name UTGARD Phone 715-760-0946 POWTS Regulator's Name ST.CROIX 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 900.0 if Maximum FOG 30 mg/L Type of Wastewvater, Domestic 1 Maximum Fecal Coliform >10E4 cfu/100 mL Service Frequency Septic and Pump Tank Inspect and/or service once every 3 years Effluent Fitter Inspect and clean at least once every 3 years Pump and Controls Test once every 3 years Alarm Should test monthly Pressure System Laterals should be flushed and pressure tested every 1.5 years Mound inspect for ponding and seepage once every 3 years Miscellaneous 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 at-grade 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 at-grade structure and other disturbed areas will be seeded and mulched to prevent soil erosion and help reduce frost penetration. 6. Areas within 15 feet of the downslope toe will be protected from compaction. 7. All other construction details are as per the at-grade component manual SBD-10570-P(R. 6/99). Lateral Turn-up Detail Finished •••........... ............... Grade 6-8"Diameter Lawn Threaded Cleanout Sprinkler Valve Box Plug or Ball Valve . . . . Distribution Lateral y Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Project: JOSHUA DEMULLING Transaction Number: Page 5 of 6 At-grade 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 its' component manuals[SBD-10570-P(R.06/99)and SSWMP Pub.9.6(01/81)]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 8-inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component. Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s.281.48,Stats. The contents of the septic tank shall be disposed of in accordance with NR 113,Wis.Adm.Code. The operating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet filter shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the filter when removed from its enclosure. If the filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent fitter 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 liquid volume of the tank. If the contents of the tank are not removed at the time of a triennial assessment,maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. The addition of biological or chemical additives to enhance septic tank performance is generally not required. However,if such products are used they shall be approved for septic tank use by the Department of Commerce. Pump Tank The pump(dosing)tank shall be inspected at least once every 3 years. All switches,alarms,and pumps shall be tested to verify proper operation. If an effluent filter is installed within the tank it shall be inspected and serviced as necessary. At-grade and Pressure Distribution System No trees or shrubs should be planted on the at-grade. Plantings may be made around the at-grade's perimeter,and the at-grade 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 at-grade is not recommended since soil compaction may hinder aeration of the infiltrative surface within the mound and snow compaction in the winter will promote frost penetration. Cold weather installations(October-February)dictate that the at- grade be heavily mulched as protection from freezing. Influent quality into the at-grade system may not exceed 220 mg/L BOD5,150 mg/L TSS,and 30 mg/L FOG for septic tank effluent or 30 mg/L BOD5,30 mg/L TSS,10 mg/L FOG,and 104 cfu/100 mL for highly treated effluent. Influent flow may not exceed maximum design flow specified in the permit for this installation. The pressure distribution system is provided with a flushing point at the end of each lateral,and it is recommended that each lateral be flushed of accumulated solids at least once every 18 months. When a pressure test is performed it should be compared to the initial test when the system was installed to determine if orifice clogging has occurred and if orifice cleaning is required to maintain equal distribution within the dispersal cell. Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner,and any levels above 4 inches considered as an impending hydraulic failure requiring additional,more frequent monitoring. Contingency Plan If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in proper operating condition. If the dosing tank,pump,pump controls,alarm or related wiring becomes defective the defective component(s)shall be immediately repaired or replaced with a component of the same or equal performance. If the at-grade 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 renovating the biologically clogged absorption and dispersal media,installing new piping,and replacing other components as deemed necessary to bring the system into proper operating condition. See Page 5 of this plan for the name and telephone number of your local POWTS regulator and service provider. Project: JOSHUA DEMULLING Transaction Number: Page 6 of 6 d u� OF o ..� a ree( farce( 1 GCr Yo o_ b N +•I►MAiRf♦1�iiiiM7�t�11 ranuent Pump EP04 & EP05 Series APPLICATIONS •Fully submerged in high ■EP05 impeller III Bearings:Upper and lower Specifically designed for the grade�� oil for tic enclosed design for heavy duty ball bearing following uses: lubrication and efficient improved performance. heat transfer. construction. • Effluent systems i Casing and Base:Rugged • Homes Available for automatic and thermoplastic design provides AGENCY LISTING • Farms maw operation. superior strength and corrosion - • Heavy duty sump matic Auto resistance. OR*O. Canadian sundyrds AssmhIbm • Water transfer _ Rle#tR38"9 • Dewatering Med�nical Float Swltd>r a Motor dousing:Cast iron assembled and preset at dw for efficient heat transfer, 60i 1ds Pumps i5'50 9WIl"telm factory. strength,and durability. SPECIFICATIONS strength, Motor Cover:Thermoplastic •Solids handling capability: FEATURES cover with integral handle and '/.r'maximum. EP04 Impr float switch attachment points. •Capacities. up to 60 GPM. N semi-open design ■Power Cage:Severe duty tic•Total heads:up to 31 feet. pump out vanes for mechanical rated oil and water resistant. •Discharge size: 172"NPT. seal protection. •Mechanical seal:carbon- BUNA/cer lasso tationary, f3UNA tV elastomers. ��} °G✓� •Temperature: 104 1-(40,1Q continuous 140 F(60'Q intermittent. METERS FEET Fasteners: 300 series to r c stainless steel. I •Capable of running 9 30 4 dry without damage to s t amponents 25 _ . _ _ z s FT A Motor: •EP04 Single phase:0.4 HP, v 20!----....__ 115 or 234 V,60 Hz, 155Q PPM, built in overload with ? 5 j automatic reset. A IS f--- •EP05 Single phase:0.5 HP, a a I / 115 V o+230V, 60 Hz, 1554 �(p!g EP05 RPM,built in overload with ; I°h � \ A automatic reset, .y,a 1� � ' EP04 •Power cord: 10 foot 5'1- _.... . �� standard length, 1613 SJTW with three prong F grounding plug. Optional 10 0 % - � _ foot length, 16/3 SJTW with to 20 30 4o t >> c Pnn three prong grounding plug (standard an EP05 " a a to CAPACITY Goulds Rumps Olecrtve holy, tut?t 3 „ ITT Industries CERTIFIED SURVEY NO. Part of the Southeast 1/4 of the Southeast 1/4 of Section 26, Town 30 North, Range 78 West, Town of Richmond, County of St. Croix, State of Wisconsin. WEST f • p' 249-00' FEB 15 1978 q���ST. c_..cO,X C�tl. FY CIOMFREHEN.SIVE PARKS PLAN.IING -z ANp ZQMN s CO MF9TEE ap T y SCALE: o mZ O w o I' 100' o , LOT 1 — M O N W 87, 131 30 FL+ o 0 0 2.00 ACRES? o LEGEND: 0 3/4"x 30" ROUND IRON ROD = M WEIGHING 1.502 LOS/LF. o'^ e� N y O'J ' W O m zr W m 2 m 0 - APP,:cv.•.l Oil r:::, ra,:.:.^ susQ.visicnl DOcS : . i+.r..C.VAL FOR is SY JEM. SEC4 26 R. 249.00' 00. REFER TO H62.;.0. EAST S E A CDR. SEC. 26 —� — NIL O TAO 0 WEST 037.45' 7nSE-cT'9 r LINE S E 1/4 I - 't 0"ate er.• •. I, LEON R. HERRICK, Registered Land Surveyor, hereby certify that I have surveyed, divided and mapped a part of the SE4 of the SE-1, of Section 26, T30N, R18W, Town of Richmond, County of St. Croix, State of Wisconsin, more particularly described as follows: Commencing at the Southeast corner of said Section 26; Thence West 1037.95 feet; Thence N. 010 12' 00" W. 33.01 feet to the point of beginning; ���AN� ��G�NSj/L•��i Thence continuing N. 010 12' 00" W. 350.00 feet; LEON R. .•. HERRICK Thence West 249.00 feet; �{ s_11 Z}$ r MENOMONFE, Thence S. 010 12' 00" E. 350.00 feet; WIS. -0 p Thence East 249.00 feet to the point of beginning; S()RAg4 Said parcel contains 87,131 square feet, more or less (2.00 acres ±). nl�ss� That I have made such survey, land division and plat by the direction of Michael Beauvais. That such plat is a correct representation of all exterior boundaries of the land surveyed and the subdivision thereof made. That I have fully complied with the provisions of Chapter 236 of the Wisconsin Statutes and the subdivision regulations of the County of St. Croix and the Town of Richmond, in surveying, dividing, and mapping the same. DATED THIS Z4"d day of J�ieavwA y 1978. f Volume 2 Page 560 ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer Mailing Address / 3 Property Address O � (Vieiffication required from Planning&Zoning Department for new construction.) City/State . g� 4z���arcel Identification Number 0 a 6P l b 7 `7 `Cop LEGAL DESCRIPTION Property Location 1/4 , 1/4 , Sec. , T 3N R/,�3 W, Town of1,.4a►! Subdivision Plat: , Lot# l I Certified Survey Map # 3 ��� ,Volume , Page# .� Warranty Deed (before 2007)Volume , Page# Spec house❑yes Kno Lot lines identifiable Aryes❑no SYSTEM MAINTENANCE AND OWNER CERTIFICATION Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner,if needed,by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. Owner maintenance responsibilities are specified in§SPS. 383.52(1)and in Chapter 12-St.Croix County Sanitary Ordinance. The property owner agrees to submit to St. Croix County Planning&Zoning Department a certification form,signed by the owner and by a master plumber,journeyman plumber,restricted plumber or a licensed pumper verifying that(1)the on-site wastewater disposal system is in proper operating condition and/or(2)after inspection and pumping(if necessary),the septic tank is less than 1/3 full of sludge. Uwe,the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth,herein,as set by the Department of Safety And Professional Services and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St.Croix County Planning&Zoning Department within 30 days of the three year expiration date. Uwe certify that all statements on this form are true to the best of my/our knowledge. I/we am/are the owner(s)of the property described above,by virtue of a warranty deed recordey Register of Deeds Office. Num r of bedrooms SIGNATUtE OF APPLICAN (S) DATE ***Any information that is misrepresented may result in the sanitary permit being revoked by the Planning&Zoning Department. Include with this application a recorded warranty deed from the Register of Deeds Office and a copy of the certified survey map if reference is made in the warranty deed. (REV.04/12) I IIIlI!lull IIIII full II[II IIIII Illl 111111 lIII llll * 8 7 2 0 3 4 2 STATE BAR OF WISCONSIN FORM I -2000 872034 KATHLEEN H. WALSH Document Number WARRANTY DEED REGISTER OF DEEDS ST. CROIX CO., NI THIS DEED, made between Casey Beauvais and Shanna Beauvais, flea RECEIVED FOR RECORD Shanna Totten,husband and wife, Grantor, and. L. Demulling, a single 04/03/2008 08:OOAM person,Grantee. ,c0. WARRANTY DEED EXENPT I Grantor, for a valuable consideration, conveys to Grantee the following REC FEE: 13.00 described real estate in St. Croix County, State of Wisconsin (the TRANS FEE: 474.00 "Property"): PAGES: 2 SEE ATTACHED EXHIBIT A Recording Area Name and Retum Address: Title One Premier Group 706 19th St.South Hudson,W154016 r Together with all appurtenant rights,title and interests. 026-1077-70-000 Parcel Identification Number(PIN) This is homestead property. Grantor warrants that the title to the Property is good, indefeasible in fee simple and free and clear of encumbrances except Roadways,Easement and Restrictions of Record. Dated this 28th day of March,2008. P * CasiyXeduvais and Shanna Beauvais flea Shanna Totton *Sharma Beauvais,flca Sharma Totten AUTHENTICATION ACKNOWLEDGMENT Signature(s) STATE OF WISCONSIN ) ST.CROIX COUNTY. )ss. authenticated this 28th day of March,2008 Personally came before me this 28th day of March,2008 the above named Casey Beauvais and Shanna Beauvais,fka Shanna * Totten, husband and wife to me known to be the person(s)who TITLE:MEMBER STATE BAR OF WISCONSIN execu a the foregoing instrument acknowledged the same. (If not, JAEGER authorized by§706.06,Wis.Sta .) Notary Public Evelyn M.Taeger THIS INSTRUMENT WAS D to f Wisconsin Notary Public,State of Wisconsin My commission is not permanent. (If not,state expiration date: 10/12/2008 ) Michael H.Forecki,Attorney (Signatures may be authenticated or acknowledged. Both are not necessary.) *Names of persons signing in any capacity must be typed or printed below their signature y' / WARRANTY DEED STATE BAR OF WISCONSIN FORM No.1-2000 / v`r , EXHIBIT A Lot 1 of Certified Survey Map recorded in Vol.2 of Certified Survey Maps on Page 560 as Document No.346959,being part of the SE'/.of the SE'/.of Section 26,Township 30 North,Range 18 West,Richmond Township,St.Croix County,Wisconsin 2of2 Property Owner_ Parcel ID# Page of Boring# ❑ Boring F31 pit Ground surface elev. ft. Depth to limiting factor _in. i Soil Application Rate x Description Texture Structure Consistence Boundary Roots GPD/ff Horizon Depth Dominant Color Redo p ry in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2 20-yo ,sb uJ N� I II a Ong# E] Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu.Sz. Cont Color Gr.Sz.Sh. 'Eff#1 I •Eff#2 Boring# Boring F-1 ❑ pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon ')epth Dominant Color Redox Description. Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2 Effluent#1 =BOD5>30<220 mg/L and TSS>30<150 mg/_ 'Effluent#2=BODS<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. ssn-8330(t.6=) IR Wisconsin Department of Commo 302 ov4 SOIL EVALUATION REPO Page(of Division of Safety and Buildings J"' vN ,* S� CRd\X���Wifi Comm 85,Wis. Adm. Code Countyv Attach complete site plan onIC�tPss than 8 1/2 x 11 inches in size.Plan must include,but not limited tcal and horizontal reference point(BM),direction and Parcel I.O. n percent slope,scale or dimensions,north arrow,and location and distance to nearest road. �QL 6—/0 ?-- Please print all information. );reviewed y Date Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). ��N •v t L� 7i / Property Owner Property Location ! }� �0J�l.c��r..� _ w t y) Govt.Lot 1/4,J 1/4 S T>(J N R g E(or Property Owner's Mailing Address LoI Block# Subd. Name or CSM# I , !/') / ! City tate Zip Code Phone Number ❑City Vllage own arest RQagj (�11tu c�21 ❑ New Construction Use: esidential I Number of bedrooms Code derived design flow rate GPD Replacement [I Public or coffnercial-Des e: Parent material jj 1' Flood Plain elevation if applicable General neMs /J 7�� and recommendations: System Type ^Cl f System Elevation F,I Ong# E] Boring 15-1pit Ground surface elev. _ft. Depth to limiting factor _in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 •Eff#2 4" IL s r r Cs w'- . ig '!j r S 1-1 m (f r Of q1 6 66 —7 �J O'f � S c�! --✓Yl— I�i . oZ ® Boring# ❑ Boring [� pit Ground surface elev. ft. Depth to limiting factor `/ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fP in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. i 'Eff#1 •Eff#2 ©-lo X31 — – S� m l' s • /-70 �,s , S s 1 - - m �� �� 2 Effluent#1 =BOD >30<220 mg/L and TSS>30<150 'Effluent#2=BOD 130 mg/L and TSS<30 mg1L CST Blame(Please Print) sigpitaw CST Number Bird Plumbing, Inc. Shaun Bird 226900 Address Date Evaluation Conducted Telephone Number 1008 192nd Ave, New Richmond, WI 5401 _c; e 715-246-4516 li - Soil Test Plot Plan Project Name Joshua Demulling Shaun Address 1378 130th Ave New Richmond Wi 54017 M #226900 Lot 1 Subdivision --------- Date 6/27/14 SE 1/4 SE 1/4S 26 T 30 N/R18 W Township Richmond Boring Q Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Bottom of siding TBD System Elevation HRP Same as Benchmark 130th Ave Vent Property Line/Row of trees Existing drainfield 20 Scale is 1" = 40' unless otherwise S noted 60' Existing 3 Bedroom House B.M.* 30' 45' 10' 120' ell B- 1 120' B- 98.5' 30' B 97.5' 60' 25' 96.5' 125' Property Line/Fence / . ° c ~ o - § § 0 k ) o « � ? § � 2 D U \ \ § 0 � � \ E n z i4 § Go U) z 0 § m p $ a ■ � f � 0 z 2 • CO) k L \ e � N © 5 7 . c m . _ 2 { } $ ) § + 3 § 143 2 Q k in k } k k . m G 4) 2 CD Lf) LO L _ M £ E - 2 7 C14 ® ■ 0 a / o ; ; o o _ ] E ■ § $ ; E § a a 2 Z k 0 B <(,n G r D ■ u Q E. _ ƒ k § a , § § � 3 R § _ \ E / to ca% e \ % ) to § _ 2 \ \ 4 § » ° § = k � � - • ' -0 6 E P- k \ k 0, $ ? Q § R c 7 = @ c 2 y * a 40. ° C5 k U , -a z © -0 © 5 § - 6 n g m a k » E e 04 a ! % - M 0 2 © 0 t -� o C r z _ I e ■ m a E C - , a " w \ E $ ' k a § c L) a 2 A U) J . AS BUILT SANITARY SYSTEM REPORT OWNER 1 � 1 �� �'8i 5 , TOWNSHIP % � SEC. Tc�N, RAW P.O. ADDRESS ST. CROIX COUNTY., WISCONSIN 1 ! l 1 t�il1�1�fr 1 1� SUBDIVISION LOT LOT SIZE .5',Q�.> � PLAN VIEW Distances & dimensions to meet requirements of H62. 20 SHOW EVERYTHING WITHIN 100FEET OF SYSTEM azb -- IC)T7 ��cm 6 "49) ov f 1 III SEPTIC' TANKS) MFGR. CONCRETE 1/ STEEL NO.4o rings on cover Depth DRY WELL 1 TRENCHES No. of width I- F-/ length �- '_ area BED no. ol lines wi length area dept to top of pipe AGGREGATE y, AREA AS BUILT �_' PERK RATE AREA REQUIRED /-/�� DISCLAIMER: The inspection of this system by St, Croix County does not imply complete compliance with State Administrative Codes. There are other areas that it is not possible to inspect at this point of construction. St. Croix County assumes no liability for system operation. However, if failure is noted the County will make every effort to determine cause of failure. GREASES AND OILS SHOULD NOT BE DISPOSED THROUGH TH BEM INSPECTOR l DATED =a-,�v PLUMBER ON JOB LICENSE # - • t • k3o REPORT OF IMSPECTION--INDIVIDUAL SEWAGE DISPOSAL SYSTEM Sanitary Permit r State Septic "'A'1E TOt)IJSNIP • t. Croix County Sr°TIC TA' ?K ° Size , gallons. `4umber of Compartments Distance From: Well ft. 12% or greater slope ft. Building _ft, Wetlands /� ft Highwater L_tft. DISPOSAL •SYSTEH Tile Field or Seepage Pit(s) Distance From: Well � ft. 12% or greater slope -ft Building; _ _l`3 ft. Wetlands � f; FIELD z Highwater 1 ft. i Total ler g of lines ft. Number of lines 2 Length of each line 152 ft, Distance between lines ft. Width of the trench ft. Total absorption area sq. ft. Depth of rock below *_ile L2 in. DP_pth of rock over the in.. Cover .,over.rock , Depth of tile below grade in. Slope of . trench in Apl C�) ft. Depth to Bedrock -ft. Depth to roun d .water g t. Number of pits Outside diameter ft. Depth below in ft. Gravel around pit : yes no. Total absorption area sq. ft. . Square feet of seepage trench bottom area required Uquars feet of see .e t area required Inspected by: Title' L.. Approved Date 197 Rejected Date 197 PLState B 6 7 and County State Permit # — �► Permit Application County Permit for Private Domestic Sewage Systems County *DENOTES STATE APPROVAL REQUIRED Date Approval Received from State if Required State Plan I.D. # A. OWNER OF PROPERTY Mailing Address: Z B. LOCATION: .� Y4s6F_ '/4, Section , T `7N, R_/4!r E—(or) W Lot# City Subdivision Name, nearest road, lake or landmark Blk# Village Township C. TYPE OF OCCUPANCY: *Commercial *Ind tr I *Other (specify) *Variance Single family Duplex No. of Bedrooms 3 No. of Persons_' D. TYPE OF APPLIANCES:_Pishwasher ES NO Food Waste Grinder_YES_Z-196 # of Bathrooms Automatic Washer ES NO Other (specify) E. SEPTIC TANK CAPACITY Total gallons No. of tanks *Holding tank capacity Total gallons No. of tanks New Installation Addition Replacement_ Prefab Concrete *Poured in Place Steel Other (specify) F. EFFLUENT DISPOSAL SYSTEM: Percolation Rate 1) � 2) 3) Total Absorb Area sq. ft. New edition Replacement *Fill System Seepage Trench: No. Lin. Feet Width Depth Tile Depth No. of Trenches Seepage Bed: Length,50/Width ZZ!Depth _3 6„ Tile Depth zf-" No. of Lines y A Seepage Pit: Inside diameter Liquid Depth Tile Size Percent slope of land_" -- Z Tc� Distance from critical slope I, the undersigned, do hereby certify that the information I have reported is in accord with Section H62.20, Wisconsin Administrative Code, and that I have sized the effluent disposal system from the EH-115 prepared by the Certified Soil Tester, NAME C, 4+ " J, f C.S.T. and other information obtained from _ (owwrer/builder). _ Plumber's Signature Z MP/MPRSW# © S c7 Phone Plumber's Address + GW PLAN VIEW: Provide sketch below of system (include direction of slope and all distances in accord with H62.20, including well). 0� �t° , ( _ Do Not Write in Space el FOR DEPARTMENT USE ONLY Q G Date of Application F s Paid: State 0 Coun �j Date D Permit Issued/R jected (date) Issuing Agent Name Inspection Yes�No Valid# Date Recd 1. county (white copy) 3. owner (green copy) DIVISION OF HEALTH, P.O. BOX 309, MADISON, WI 53701 2. state (pink copy) 4. plumber (canary copy) Revised Date 6/1/76 EH 1.15 - WISCONSIN DEPARTMENT OF HEALTH AND SOCIAL SERVICES DIVISION OF HEALTH,BUREAU OF ENVIRONMENTAL HEALTH + P.O. BOX 309 MADISON,WISCONSIN 53701 REPORT ON SOIL BORINGS AND PERCOLATION TESTS LOCATION '/o,���'/<,Sectiona ,T&'N, R 4 Elor) W,Township or*tarrtpa+it 1�I tL' '�> Lot No. , Block No. County jy ( � _ Subdivision Name Owner's Name: 1 r 1 1. 0-3- 1 � Mailing Address: z 5r, m C' � ( t S TYPE OF OCCUPANCY: Residence ��—No.of Bedrooms —3 Other EFFLUENT DISPOSAL SYSTEM: NEW ADDITION REPLACEMENT DATES OBSERVATIONS MADE/: `SOIL BORINGS _ 7W PERCOLATION TESTS `0/'"3 78 SOIL MAP SHEET ` / / SOIL TYPE PERCOLATION TESTS TEST DEPTH CHARACTER OF SOIL HOURS WATER IN TEST TIME DROP IN WATER LEVEL,INCHES RATE NUM- INCHES THICKNESS IN INCHES SINCE HOLE HOLE AFTER INTERVAL MIN/IN BER 1ST WETTED SWELLING IN MINUTES PERIOD 1 PERIOD 2 PERIOD 3 P- r SOIL BORING TESTS TEST TOTAL DEPTH DEPTH TO GROUNDWATER,INCHES CHARACTER OF SOIL WITH THICKNESS, INCHES NUMBER INCHES OBSERVED ESTIMATED HIGHEST (DEPTH TO BEDROCK IF OBSERVED) _ I -?2 / _ S. PLAN VIEW (Locate percolation tests,soil bore holes and suitable soil areas.) Indicate on the plan the location and square fe t of su%Ve areas. Indicate number of square feet of absorption area needed for building type and occupancy. �� `2 !JJ -3�� 1 1.4 )e- Indicate scale or distances. Give horizontal and vertical reference points. Indicate slope. © P t tN t-S Q r i c a gr t e! I,the undersigned,hereby certify that the soil tests reported on this form were made by me in accord with the procedures and methods specified in the Wisconsin Administrative Code,and that the data recorded and location of test holes are correct to the best of my knowledge and belief. Name (print) C rt' cZn' No Address U ( Name of installer if known CST Signature COPY A—LOCAL AUTHORITY OEM CERTIFIED SURVEY NO-___56Q__ . Part of the Southeast 1/4 of 'the Southeast 1/4 of Section 26, Town 30 North, Range 18 West, Town of Richmond, County of St. Croix, State of Wisconsin. APPROVED WEST 249. FEB 15 1978 p m 7191 a` FY \ S.T. C. u,:C GNU COMPREHENSWE PA ( . . ZONE C ST ) m t -n . Z SCALE: ! �� ' A m mz I LO a c I 100 o m ....«e N OC _� •w.; LOT I N. N o 87, 131 SO FT.± 0 LEGEND: ° 0 2.00 ACRES± o- o v =zm - 0. f 3/4"x 30" ROUND IRON ROD 0M m r WEIGHING 1.502 LBS/LF. c _S A m O w z CD m z w m °— APPROVAL Gr Thit h1iPd�.? SU3D;✓i51GN e DOGS iv I !`• 1',s 1 APP;,CVAL FOR BUILDING , O=� ScP?fC SY:TfJul. 4S3E/4 COR. °� 001, REFER TO H62.20. C 26 249.00' SE COR. SEC. 26 EAST — NAIL 8 TAB 69. 61 o WEST m _ _ 1 -TOWN 037.95' 7SEC H LINE S E I/4 u%L ifs 26 l s01s1 0 CONH$jj SN �f*"Ids j C+ol� C'041� �� > Wisconsin Y I, LEON R. HERRICK, Registered Land Surveyor, hereby certify that I h l� irveyed, divided and mapped a part of the SE-1, of the SE4 of Section 26, T30N, R18W, Town of Richmond, County of St. Croix, State of Wisconsin, more particularly described as fo l lows Commencing at the Southeast corner of said Section 26; Thence West 1037.95 feet; #% '*4 Thence N. Olo 12' 00" W. 33.01 feet to the point of beginning; �� SG Ns��,,���, Thence continuing . 010 12' 00" W. 350.00 feet; LEON R. g s` HERRICK S-1303 z Thence West 249.00 feet; MENOMONIE, o Thence S. Olo 12' 00" E. 350.00 feet; gN ~;KIS. Thence East 249.00 feet to the point of beginning; ���i� UR Said parcel contains 87,131 square feet, more or less (2.00 acret ±) . That I have made such survey, land division and plat by the direction of Michael Beauvais. That such plat is a correct representation of all exterior boundaries of the land surveyed and the subdivision thereof made. That I have fully complied with the provisions of Chapter 236 of the Wisconsin �\ Statutes and the subdivision regulations of the County of St. Croix and the Town of (" Richmond, in surveying, dividing, and mapping the same. t DATED THIS Z4 day of yr.4NV*AV 1978. W 1 r O Volume 2 Page 560 ti