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026-1151-19-100
Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM Safety and Building Division INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)], Permit Holder's Name: City Village Township Todd Marek Construction TOWN OF RICHMOND CST BM Elev: Insp. BM Elev' BM Description: / I E0. 1) ] IT -ND. 0 1 CCT R M* TANK INFORMATION TYPE MANUFACT RER w �� I, • CAPACITY Septic C 2 2 SV Dosin Aerat' Holdi TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Septic j Dosi Aerati Holdi PUMP/SIPHON INFORMATION Manufacturer Pemand M Model Number TDH Lift Loss N-- -, r!! System Head I I TDH Ft Forcemain e6hoigth Dia. st. to Well SOIL ABSORPTION SYSTEM ELEVATION DATA County: St. Croix Sanitary Permit No: 651277 State Plan ID No: Parcel Tax No: 026-1151-19-100 Section/Town/Range/Map No: 20.30.18.1134A STATION BS HI FS ELEV. Benchmark w �p r f Alt. BM Bldg. Sewer 10 b I 2, i St/Ht Inlet 101,50 St/Ht Outlet Dt Inlet Dt Bottom Header/Man. !70 Dist. Pipe Bot. System JA/ Final Grade � )02. bo St Cover Ic o 60 BE TRENCH DIMENSIONS Width 3Leng h 1 wee. ��1 Ewe- = g6 No. O renches 2 PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth SETBACK INFORMATION SYSTEM TO P/L BLIJG WELL LAKE/STREAM LEACHING CHAMBER OR26 UNIT Manufactures WWJTDI*� Type Of System, r Model Number: 4 di- DISTRIBUTION SYSTEM (yam prpG r) Header/Manifold Distribution x Hole Size x Hole Spacing Vent to Air Intake ipe(s) .�. Length Dia ength Dia Spacing SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only Depth Over Depth Over xx Depth of xx Seeded/Sodded xx Mulched Bed/Trench Center Bed/Trench Edges Topsoil ❑ Yes No ❑ Yes No MMEN S: (Include code iscrepencies, persons present, etc.) Inspection #1: 11 Inspection #2: cats 2 144TH AVE 1.) Alt BM Description Itn V � � f�Ge�t U�� 2.) Bldg sewer length 6=m_ 6-t+- P)Aj_� A� 46w�nn VICk- �v�.a,cS" - amount of cover = R LO _�D JZ4E 0AL01 0 Q_rJ-e cQ 3 Z34rtAA.� Plan revision Required? s YN Use other side for additiona in ormation. 23 Date Insep_ctto_r's Signature Cert. No. SBD-6710 (R.3/97) �a � u�, It � � ` 3 • o%A rrS &n ST - maon,t-� loc..�e�. ILT— Y(UmLr SysPL N -[A.011��, I� PROJEc,j, Todd Marek ADDRESS 1434 129th St. New Richmond Wi 54017 NE 1/4 SW 1/4s 20 /T 30 NI 18 W TOWN Richmond COUNTY ST. CROIX SYSTEM ELEVATION 99.7/99-5 4' below grade DATE 11/29/23 BEDROOM 4 CONVENTIONAL )(XX CONVENTIONAL LIFT HOLDING TANK MOUND Sli"PTIC "I"ANK SIZE 1200 gallons LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE .7 ABSORPTION AREA 919 # of chambers 44 IL BENCHMARK V.R.P. Top of Survey iron ASSUME ELEVATION 100' Filter Lifetime Filter BOREHOLE WELL H.R.P. same as benchmark Scale 1/4" 10' RECEIVED NOV 2 8 2023 ,-$To CROIX COUNTY CDD Pro 4 Bedroom House 71 W ST 10 Install location has been cut Vent B-4 >6" Quid{4 Standard of Cover Leaching Chamber 100, with 20.0 ft2 of Area 6.6ftA 2/paii- of end caps Area of 8% P Slope 4' Long 12 Grade at System Elevation poor soils 34)) 1-3'X 94'Cell and I YX 86'with >3' B-3 spacing Vents 55 U Valley C5 35 102' 18%Slo 100 3 5 to 144th ave 98 70 51 R.M. 96) 18 1' PropArty Line - ri V ,� inausiry ziervices uivision 4822 Madison Yards Way `�-�ui� r 1� S Ps Madison,, W1 53705 Sanitary PermitNumber (to be filled In by Co.) nZ3 P.O. Box 7162 —7162 Madison, W1 53707 5712 Salk' it Application State Transaction Number In accordance with Pam.in. Code, submission of this form to the appropriate governmental unit %..000 is required prior to 0 aining a sanitary permit. Note: Application forms for state-owned POWTS are submitted to Project Address (if different than t-nailing address) the Department of Safety and Professional Services. Personal information you provide may be used for secondary purposes in accordance with the Privacy Law, s. 15.04(1)(m), Stats. I. Application Information — Please Print All Information Property Owner's Name Parcel # P� Property Owner'Mailing Address Property LcQation Govt. Lot Al 1/4, ecti -011 City, State Zip Code Phou Number C 7 T3 N R E ir ...... ...... ...... v 11v .11. Type of Building (check all that apply) ✓ Lot # 9110r 2 Family Dwelling -Number ofBedroonis Subdivision Name 11P ublic/Commercial -Describe Use Loauma 0S VA., P&Zk- &I l Aj�&U� Block # U ❑City of E]State OvAied - Describe Use Village of CSM NumberD::ie,,- jt1P'+92_9,s ���� 2 , pq� 0 Town of 111. Type of POWTS Permit: (Check either "New" or "Replacement" and other al;p1j%ble on line A. Check one box on line B. Complete line C H applicakle. ) A. ew PESy:StDe111 Replacement System athey Modification to Existing System (explain) [—]Additional Pretreatment Unit (explain) B, OHolding Tank -Ground j Elt-Grade Mound Ellildividual Site Design Other Type (explain) (conventional) []Revision C. E] Renewal Before Ochange Of Plumber Transfer to New Owner List Previous Permit Number and Date Issue Expiration IV. Dispersal/Treatment Area and Tank Information: _�3) 3'y. 6,7' -fmAAcA92.& &?Lt jc� D iglz Flow (gpd) 0 0 Design Soil Application Rate(gpd/so Dispe sal Ar Required (so Disj4rsal Area Proposed (so System Ele v tio ly/ 19 611 4 1q.) 7 - Capacity in Total # of 'NIanhactUrer Tank Information Gallons Gallons Units lZi Co j _6 New TanksExistingTanks o CL. cu V) U 4" (n _6 12 Lz a. Septic or Holding Tank 0-0 A A^ = = Dosing Chamber tJ V. Responsibility StatemAt- 1, the undersigned, 834�/responsibility for installation of the POWTS shown on the attached plans. PIL111 bcr's Name (Print) PlIV64rs Signature MP/MPRS Number Business Phone imber, Business 27 Pluipber's Address (Stye City, S te, Zip Code) lq3r 2 rt VI. County/Department Use Only DK Approved Permit Fee Date Issued Issuing Agent Signature fowner o Conditions of Approval/Reasons for Disapproval 6e_ SYSTEM OWNER: 11. Septic tank, effluent filter and dispersal cell must be seFviced / maintained as per management plan '-prov&-d by plumber. 2. All setback requirements intist be maintained as per applicable code / nrdinancas. SBD-6398 (R. 03/2 1) A I Ll k, h to complete plans for the system and submit to the County only on paper not less than 8 1/2 x I I inches in size PROTECT Todd Marek System PLAT PLANADDRESS 1434 129th St. New Richmond Wi 54017 NE 1/4 SW 1 /4 S 20 /T 30 N/R 18 W TOWN Richmond COUNTY ST. CROIX SYSTEM ELEVATION 97.5/96.0/94.5 5' below qrade 8/25/23 B 4 DATE EDROOM CONVENTIONAL XXX CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1200 gallons LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE • 7 ABSORPTION AREA 919 # of chambers 45 BENCHMARK V.R.P. Top of Survey iron ASSUME ELEVATION 100' Filter Lifetime Filter ❑ BOREHOLE(DWELL H . R. P , same as benchmark Scale = 1/4" _10' r�vent Ap, -% 4 Quick4 Standard Leaching Chamber with 20.0 ft2 of Area 6.6ft^2/pair of end caps LGrade at System Elevation 5' �gw I N - 0 rLt jP 1; 4 W Cover Page Shaun Bird Bird Plumbing Inc. 1432 120th St. New Richmond Wi 54017 715-246-4516 Date: 08/15/2023 Owner: Todd Marek Location NE1/4 SW1/4 S 20 T30 N,R 18W Lot 1 144th Ave Richmond Used: In -ground absorbtion system (version 2.0) Page# 1. Cover Page 2. Plot Plan 3. Chamber Cross Section 4-6. Maintance and Co cy Plan 7. Filter Cross Sectio Signature_ Licenseny Ker #226900 PROTECT Todd Marek System PLAT PLANADDRESS 1434 129th St. New Richmond Wi 54017 NE 1/4 SW 1 /4 S 20 /T 30 N/R 18 W TOWN Richmond COUNTY ST. CROIX SYSTEM ELEVATION 97.5/96.0/94.5 5' below qrade 8/25/23 B 4 DATE EDROOM CONVENTIONAL XXX CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1200 gallons LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE • 7 ABSORPTION AREA 919 # of chambers 45 BENCHMARK V.R.P. Top of Survey iron ASSUME ELEVATION 100' Filter Lifetime Filter ❑ BOREHOLE(DWELL H . R. P , same as benchmark Scale = 1/4" _10' Vent >691) Quick4 Standard of Cover Leaching Chamber with 20.0 ft2 of Area 4' Long 12 „ 6.6ft^2/pair of end caps Grade at System Elevation 34 Pro 4 Bedroom House Area of poor soils 3-3 X 62, Cells 30' with >3' spacing 20' ST B-3 18% Slope 3 5' Valley Vents 3 5 102' 10 0' -1 35 5' to 144th ave 98 1 ' 5 B- 70 B.M. I 96 181' Propdrty Line Cross Section of Quick 4 Standard Leaching Chamber Typical cross section for 2 of 3 cells Quick 4 Standard Leaching Chamber with 20.0 ft2 of Area per Chamber 6.6ft^2 pair of end plates To be >1' above grade Finish grade elevation Typical Installation 0/ 102.5' (pVent Al� G rade QVent 4,4"4 33 'L Ai-"30/34 Septic Tank F I 11 4' Lon or 07 34 Spacing 5 1 System elevations: A97.51 B-96.0 C-94.5 5 1 Grade at System Elevation 4' 4 Lo ' Loncar 34 Grade ,it System Elevation Observation tube/Vent To be located on end of Cells OcIf I IC UH ULHUI UHU 15 chambers per cell A B C POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page __' of FILE INFORMATION A A Owner Permit nP.qlr.,N PARAMETERS Number of Bedrooms C NA Number of Commercial Units 76 NA Estimated flow (average) gaVdayl g a V�d al Design flow (peak), (Estimated x 1.5) Soil Application Rate '17 /qal/dayfff Influent/Effluent Quality Monthly average* Fats, Oil & Grease (FOG) s30 mg[L Bio6hemical Oxygen Demand (BOD.5) s220 mg/L Total Suspended Solids (TSS) s150 M2/ *1 Pretreated Effluent Quality NA Monthly average" Biochemical Oxygen Dema;d (BODs) s3© mg/L Total Suspended Solids (TSS) s30 mg/L Fecal Coliform (geometric mean) s104 cfu/100ml Maximum Effluent Particle Size Y. Inch diameter e%/c--T-r:aA c Dr=r-_1P1(' AT10N_'q Septic Tank Capacity al El NA Sepoc Tank Manufacturer 0 NA 0 NA Effluent Filter Manufacturer Effluent Filter Model 0 NA Pump Tank Capacity al NA Pump Tank Manufacturer NA Pump Manufacturer NA Pump Model NA Pretreatment Unit NA I-] Sand/Gmvel Filter 0 Peat Filter 0 Mechanical Aeration 0 Wetland 0 Disinfection El 0 th e r: Manufacturer D' persal Cell(s) _fin -ground (gravity) 0 In -ground (pressurized) 0 At -grade 0 Mound 0 Dijoine 0 Other Values typical for domestic (non-commercJal) wastewater and septic tank effluent. Values typical for pretreated wastewater. MAINTENANCE SCHEDULE Service Event Service Frequency Inspect condition of tank(s) At least once every El monthsx�year(s) (Maximum 3 yrs.) Pump out contents of tank(s) When combined sludge and scum equals one-third (Y3) of tank volume Inspect dispersal'cell(s) At least once every El month $/�'�ear(s) (Maximum 3 yrs.) Clean effluent filter At least once every 0 months ear(s) Inspect pump, pump controls & alarm At least once every 0 months El year(s) 0 NA Flush laterals and pressure test At least once every [I months 0 year(s) NA Other At least once every 0 months El year(s) NA Other At least once every D months 0 year(s) 11 NA MAINTENANCE INSTRUCTIONS 11 Inspections of tanks and dispersal cells shall be made by an individual carrying one of the following licenses or certifications: Master Plumber- Master Plumber Restricted Sewer, POWTS Inspector, POWTS Maintainer, Septage Servicing Operator. Tank inspections must include a visual Inspection of the tank(s) to identify any missing or broken hardware, identify any cracks or leaks, measure the volume of combined sludge and scum and to check for any back up or ponding of effluent on the ground surface. The dispersal cell(s) shall be visually inspected to check the effluent levels in the observation pipes and to check for any ponding of effluent on the ground surface. The ponding of effluent on the ground surface may indicate a failing condition and requires the immediate notification of the local regulatory authority. When the combined accumulation of sludge and scum in any tank equals one-third (Y3) or more of the tank volurne, the entire contents of the tank shall be removed by a Septage Servicing Operator and disposed of in accordance with ch. NR 113, Wisconsin Administrative Code. The servicing of effluent filters, Technical or pressurized POWTS components, pretreattment components, and any other maintenance or monitoring at Aervals of 12 months or less shall be performed by a certified POWTS Maintainer. A service report shall be provided to the local regulatory authority within 10 days of completion of any service event. START UP AND OPERATION For new construction, prior to use of the POWTS check treatment tank(s) for the presence of painting products or other chemicals that may impede the treatment process and/or damage the dispersal cell(s). If high concentrations are detected have the contents of the tank(s) removed by a septage servicing operator prior to use. Page of START UP AND OPERATION eck treatment tank(s) for the presence of painting products or other chemicals thElt For new construction, prior to use of the POVVTS ch 11(s). If high concentmbons are detected have the contents of thO. may impede the treatment process and/or damage the dispersal ce tank(s) removed by a septage servicing operator prior to use. System start up shall not occur when soil conditions are frozen at the infiltrative surface. During power outages pump tanks may fill above normal 'highwater levels. When power is restored the excess wastewater will bP ntrols to restore normal levels discharged to the dispersal cell(s) in one large dose, overloading the cell(s) and maresult in the y backup or surface discharge of effluent. To avoid this sftd uon have the contents of the pump tank removed by a SePtage Servicing Operator prior to restodng power to the effluent pump or contact a Plumber or POWTS Maintainer to assist in manually operating the pump co within the pump tank. r park over, or otherwise disturb or compact, the area within Do not drive or park Vehicles over tanks and dispersal cells. Do not drive o 15 feet down slope of any mound or at -grade soil absorpton area. the performance and prolong the Iffe of the POVTT:�' Reduction or elimination of the following from the wastewater stream may improve isinfectants; fat-, foundation draW antibiotics; baby w•ipes; cigarette butts; -condoms', cotton swabs; ciegreasers; dental floss; diapers; d peelings; gasoline- grease; herbicides; meat scraps; medications; oil; painting product�; (sump pump) water; fruit and vegetable I pesticides; sanitary napkins; tampons; and water softener brine. ABANDONMENT out of service the following steps shall be taken to insure that the system is properly When the POVVTS fails and/or is permanently taken and safety abandoned in compliance with chapter Comm 83.33, Wisconsin Administrative Code: 0 Ail piping to tanks and pits shall be disconnected and the abandoned pipe openings sealed. & The contents of all tanks and its shall be removed and properly disposed of by a Septage Servicing Operator, After pumping, all tanks and pits shall be excavated and removed or their covers removed and the void space filled with soil, gravel or another inert solid material. CONTINGENCY PLAN following measures have been, or must be taken, to provide a code compliant If the POVVTS falls and cannot be repaired the replacement system: suitable replacement are a has been evaluated and may be utilized for the locat.ion of a replacement soil absorption systO.M. A e replacement area should be protected from disturbance and compaction and should not be infringed upon by required a ::t the replacement area will result in the noed setbacks from existing and proposed structure, lot lines and wells. Failure to protect for a new soil and site evaluation to establish a suitable replacement area. Replacement systems must comply with the ruler in effect at that time. A suitable replacement area is not available due to setback and/or soil limitations. Barring advances in POVVTS technology/ 8 holding tank may 1>6 installed as a last resort to replace the failed POVVTS. The site has not been evaluated to identify a suitable replacement area. Upon failure of the POVVTS a soil and site evajua�on must be performed to locate a suitable replacement area. If no replacement area is available a holding tank may be installedl as a last resort to replace the failed POVVTS. Mound and at -grade soil absorption systems may be reconstructed in place following removal of the biornat at the infiltra-�ive surface, Reconstructions of such systems must comply with the rules in effect at that time. <<WARNING>> SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES AND/OR INSUFFICIENT OXYGEN. DO NOT ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT. RESCUE O� A PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE. ADDITIONAL COMMENTS -I-- POWTS INSTALLER Name, Phone --f4L6 POWTS MAINTAINER NameZ/ Phone �^�pL 6 "� � RATQft (PUMPERj,.,. LOCAL REGULATORY AUTHORITY SEPTAGE SERVICING OPE 7 Nat. me ame Phone,�..,f'- t --NOMA Phone f a . A.) L02L This document was drafted In compliance with chapter SPS 383.22(2)(b)(1'(d)&(f) and 383.54(1), (2) & (3), Wsconsin Administrative Code rA ��`'04 04-5200 -0 1 GOP between Cose and p SECTION A -A 1.1921 STATE BAR OF WISCONSIN FORM 2 - 2000 Document Number I WARRANTY DEED This Deed, made between David J. Waldroff and Julie A. Waldroff husband and wife Grantor, and Todd Marek Construction Inc, Grantee. Grantor, for a valuable consideration, conveys and warrants to Grantee the following described real estate in St. Croix County, State of Wisconsin (if more space is needed, please attach addendum): Lot 20, Waldroff Meadows H, a County Plat in the Town of Riclimond, St. Croi-t County, Wisconsin, 1129977 BETH PABST REGISTER OF DEEDS ST. CROIX CO., WI RECEIVED FOR RECORD 05/13/2021 12:03 PM EXEMPT#: REC FEE 30.00 TRANS FEE 164.70 PAGES: 1 **The above recording information verifies that this document has been electronically recorded & returned to the submitter Recording Area Name and Return Address Attorney Krishna Ogland Estreen & Ogland 304 Locust Street Hudson, WI 54016 026-11.5I-20-000 Parcel Identification Number (PIN) This is not homestead property (is) (is not) Exceptions to warranties: Easements, restrictions and rights -of -way of record, if any. Dated this 1 71--t day of _ May , 2021 AUTHENTICATION Signature(s) David J. Waldroff and Julie A. Waldroff, husband and wife authenticated this 7day of May , 20ZI * Kristina Ogland TITLE: MEMBER STATE BAIL OF WISCONSIN If not, authorized by § 706,06, Wis. Stats.) THIS INSTRUMENT WAS DRAFTED BY Kristina Ogland, attorney at Law 304 Locust Street, Hudson, WI 54016 (Signatures maybe authenticated or acknowledged, Both are not necessary.) * David J. Waldroff yo b elool * lie A. Waldroff ACI{NOWLEDGMENT STATE OF ) ) ss. County } Personally came before me this day of the above named to me known to be the person(s) who executed the foregoing instrument and acknowledged the same. Notary Public, State of _ My Commission is permanent. (If not, state expiration date: Names of persons signing in any capacity must be typed or printed below their signature. STATE BAR OF WISCONSIN NVARRANTY DEED FORM No, 2 - 2000 INFO -PRO (800)655-2021 www.infopmforms,com St. Croix County 1129977 Page 1 of 1 Ffl e #: ST py,NTY � SANITARY SYSTEM Office Use Only OWNERSHIP/ADDRESS FORM Created2/2021 Community Development Department will utilize this information to provide the property owner with information regarding operation and maintenance of your new or replacement sanitary system! stem! This information will be provided as part of our ongoing efforts to. protect public health, our well, groundwater, Y surface water, property values, and county resources. once approved, this completed form and educational information will be sent to you by email. If you would like to view your issued sanitarypermit online, you can P do so by using the Pror)erV Piles Scanned weblink, f-ER r t i ti } N VBUYER M AT Owner/Buyer Mailing Address � City/State/zip k4L4�6 Phone Number (require( Email Address (required) Parcel Identification Number (found on the property tax bill) X.0 -E • i 55. 1 i• •1- . N: !LJ11' . S' M• YST. ;LR1 Property Locatio '/a / 47 , Sec. , T N VA W, Town of Subdivision Plat: Z{Lot # Certified Sure 116 � oume Y Ma # 10� VlPage # > g Warranty Deed # (before 2006)Volume .._._ Page # , Number of bedrooms Spec hous es ❑ no Lot lines identifiablo Yes ❑ no OFFICE 1U5E-' N.LY New Property Address Xuk .5YO17 (Verification of new address required from Community Development Department for new construction,) i (Staff Initials) (Date) This form must be submitted with all Private onsite Water Treatment System (POWTS) applications, New System; Include with this form 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. Community Development Department — Land Use Division 716-386-4680 St, Croix County Government Center 715--245-4250 Fax cddRsccwi,aov 1101 Carmichael Road, Hudson, Wl 54016 www.sccwi,aov VENT CALC4AATKM A.W* Rdg. Umnum W LIPPW Ver": Rd Rdp Pift sdrim Now Arm v" me) RowW (W) I (LN it) (t) Duavbm Lwo 11ST FLOM 1 15.02 2-51 33 �7 ISTFL� I7-4 16--- liW—FLOOR 19111V i 3.OB I 1 i1 ----- -- �m- .53 r -,s mr PITCH OVERHANG HEEL 10112 24 4 74r W 24 11- Q FRONT PORCH 609 ROOF LOADING 7 W-12 0. 112 W.12 40 ROOF PLAN YW V4, LEFT VIEW 11r.l,c REAR VIEW 14,.t,-ir FRONT -RIGHT VIEW FRONT VIEW 1'r-rc RIGHT VIEW CUSTOMER APPROVAL WE AWIN:04 `41S PLAN AS S-IVW%i A%0 jW'fFISTAND 74AT WjMPUCTurw CIAPaGES WILL BE MAZE CAKE APPf+WS0 VATE mE4'jm KL,itW IF PPP0r,49LE L;FqTiF TEL %klmFP AW UA4-CU tFOAS 09A~45 'HE STATE DF WILL BE REGUIFtED r-,)A lejS4wlPMF.KTVWA* PLEASE SIGN AND RETURN THIS COPY To AMWOOD A m -6 'L2 PLAW CUSTOM 4RCH WNDDW Tq Ting: MR MOM I ;OuDkv HONES-SCHACHTNER — BY ---6j6E- bAlt . MT- up W923 WAN NX MMIM WAN cm 87AM WAN cm JOB NO 02019 AMWOOO. W. 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FOYER 'LAUNDRY DINING a rQ vr BATH I STARS @Y OrAM pp KAftlG Roll 36pw 1009453050 ir RDw Tpm c-c E 203H CCW (21 OCA3ML-L 19 71 Oc ADM tztl CLI'\ll 4 kj GARAGE '66 ----- - - ------ ARCH k Wimll" To &OuOw 0 Gw 2110 k" Allm mo 111 Ir rwxvwm SLL a 2'-1 YVAN or kom BDFFFIDETALA 16 Yr uk mam I)tftl P T A&WOM.D.GLAD r-1 3W 41M� k, F&fWOM 10� -e &ftm OAD, CLAD - F4 aR is ur t.5 mr C4 1rr r-T 3--y 3r-r V7 3.7 ta, lf,3?4r I ly-II Aw I� Illf F4 14' tr-11- C4- rr 47-C W 1 ST FLOOR PLAN 7's-TFu-x-* !WIDE� AS71NGI CUSTOMER APPROVAL WE APPWJN-k -MIS PLAN " W-WN ANV %J NM FF S T"4p T)jA I M-j 5 tRUC I L*.AL C RA.1,KA 3 MILL K VAtA 0WA AMP'NED sk(.w(j DATE 5 t rA W R 5 e, 4 A 7 U P. 6. :MFr- VfL(JW IV APPLPGIQIL E CEFT IFICIL, WW-V AND �EAI-ktl TRUSS C0AMW.—St,0A I HE STA"k UP _WIL' , K FWWWKL " PEPAM-r.+JG PURP)SES M-A I j SHF%iljr oc WWE PLEASE SIGN AND RETURN THIS COPY TO, AMWOOD FLOOR PLAN NOTES 111 FLOON SOLW* FOOTAGE 16 CALClAA%O TO PlEATHM 4" as All DOW14CAS AM To STUD 4,OE UW$& WW (30 INOLL MKIIATIONIPY 01f61113 - AblillOCCID TO WSAAM COORS" NO PJ&V*N" AWAS (Al LORM41DIMW3 CIOCA AM WNX* HEADERS 10 K (2? 3210 02 17R spr uhuss U070 odd. -AM qffr3m �J ? 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'< FfiaN�F 'o SHw£NT .F H[)tAE PLEASE W 0®SHEAT,NG SIGN a"NWOA91JIMSENT '- AND RETURN THIS COPY TO r1FENaDEeFD,uoaDTRu1Es AMWOOD 04ER SR' - - SELL 76AlNNG SI,ILOM EATT L46SEIIENT NOTES 11NWLAYIEMT _ --- .-- _ .- . . -- -• , eA.se+Ela WNlppWS OTHER TWIN NOTED TO if � AND LOCATED Illy WILDER D 7 W11<piTE FOOT,NGS AFIO SUBS a1LML BE REIFORfFD N ACCOR AIM WITH LOCAL ANNDAIR STATE BUEDING CODES 1CF a WATER lNHD 7 PEGAFRESS OF NTAU BOTTOM OF QDOTOr,S SHAH BE RAC®ONN sBly {1N04T1�D SOl 2)E S1AsASCM r2i PPA TOP PLATES aoz:rt A FASGA + BY OTHERS; dq 7AT SOLE PLATE R 3,r TIG ON 3% auLD a NAir� 1 tr FLOOR TIMS Q, 10 TOP PLATES VIC ON SDEATHING j SC04GIY OTHERS WALL ALIGN. SCLE PLATE 3rr TiC 059 VC « ate g HALFO I I ,r FL00R TRUSS ! a 2%B P T SU RATE A - s A17WOAtYATE 1 *wee FOU ED CC NtlE7E oASE 1K,AN: GUSTOY FINmiDONAOE clpi WALL d ME DUE NORTH "ONES-SCNACNTNER r ODNS ON P& I 0T>BLII. POLYETFATEPE FLY vow RETARDER ON r LATER CGYPACTED GRAN"XILL BY T CODE 7 DATE GARAGE WALL ALIGN. 1 M-- uns s- , WAH o I w ns ,rPlc %rcpAaoTwc WAN pNp 1 IiM1123 WAH oo/ +orn1 NOTE: REGARDLESS OF DETAILS.-- - - } -- BOTTOM OF FOOTINGS S► ALL BE - PLACED ON FIRM L04WTURSED SOl - -- NOTE: CONCRETE FOOTINGS AND SLABS SHALL BE REINFORCED IN _ _ -- ACCORDANCE WITH LOCAL AND IOR STATE SULpNG CODES. TYPICAL WALL SECTION - 310,1.Q. - - - t -- ensmeAe Mw .._ A-LOO NO OCE-2302 0201E AMWOOO. INC. 7A ir= 3:u:2S PM ov, C '"' A""RT - vViscort'vn Depart e , Of SAL_ L10N REPO-PC Of O L ME t D �v:sior C` safes ant 6iii3*1 St. Gf (46�61 bc'o - rr 6S.E. VVISkirr. C066, r— — jt De'v e-17 �%t,ac. c;ompiets site pian a. n �A 'F Z. x inches in size. Pian rnust in,-�ude, bLX rvol. lirnftectc' vet�c;a; and"+ionzanta` reference po&.t SWMIJ. direction anC' Pay A4% cA Percent slope, scale or dimensions, no.-tr. arrow -, aam,:� location, an distance tc viewes: road. Flea se Print a/! jr7f0='fftiC>rj. e voi e Date Pemomw informatior, vo-L: p-ovidernev useb for purposes 'PrivacLLM'A'_ T Location Prope--t,-, Cwner Propertv Local, E to- G:M, LcK .4�5 4 A,�W,4 155 Z_ L # Prapertv Owne. Maifin; Ad&ess LotBlock Subd. NaT* cy CSN4# NUnw, staiE ZIP Code phone - ` C 01, fiage 3 P Neares" Ro E�4Fesibenb�/Number r of beirooms C,,--).je de. ed desior fiow-!We U!) rne':ai - DescHbf,- ,1 Pawfc rrAen'all onerbie� applicable 4A r) Gke� =(VT*rft and recaTr*ndabarm: System. Type Systerr. Elevation U= � 011 %.7t WWI #%.i oui 10L0W WIWI* I- I IIU; r� ;ak.AVI 74 j If a Soil Applicatior Rate Ho"izon Depth in. C .N Donvnant orl MLW*eo Reor:,,x Deschption extxe I C�j. IS Z. Cont C4or St-j;::tU7e G Sz_ S h Consistence Boundary Roots RD'*f Eff# I *E ft 42 ;f .14C r # F7 P f (31rou-1-1 SJxT'a'C* slew 4� ft. Depth tc limffing factor in. y4t 1 1, Rnik 4-nnifn2tin- Horizon Depth in. Donninant GNor Munseli Redox Desviption —TTexture Ck". Sz, cont. C'Nor Structure Gr. Sz. Sti. Consistence Boundary ,,z Roo, G P 1:1ff *Eff#1 '_ff#21 07 -e I r t it E SOr6), ::,- 3S < ZZ ny SS > 30 EM _;4_ and 00, %ft& Effluent #2 = BOD. < 30 mg/L and ASS < 30 n)g'- CST Marne (Piep-se Print) Signatur CST Number Piuimi_"'fHngIric. Shaun Bird 226900 Address Date Eva1uatf'or;'_',1ondj.-.te.d Telephone Number 1432 120th St. New Richmond. W1 A-o 715-246-4516 ' 3 Property Owner Boring # [:] Boring `Pit Parcel ID # Ground surface elev. LO Ift. Depth to limiting factor in. Page of Snit Anntiratir R Leo WWI Dorninant Colorl Redox Descripbon Structure WAklm Woo OWN MMPAPPPP� ==MF,AAPPPP" 1 Boring # Boring pit Ground surface elev. ft. Depth to limiting factor in. Sail Anntiratinn Ratp Nam Boring # ❑Boring ❑Ground surface elev. ft. Depth to limiting factor in. Pit Snit Anrgiratim Rate * Effluent #1 = BODE > 30 < 220 mg1L and TSS >30 < 150 mglL * Effluent #2 = BODs 5 30 mgn. and TSS < 30 mg1L 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 608-266-31 S 1 or TTY 608-264-8777. SBD-8330 (RAM) Boring # ❑Boring ❑Ground surface elev. ft. Depth to limiting factor in. Pit Snit Anrgiratim Rate * Effluent #1 = BODE > 30 < 220 mg1L and TSS >30 < 150 mglL * Effluent #2 = BODs 5 30 mgn. and TSS < 30 mg1L 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 608-266-31 S 1 or TTY 608-264-8777. SBD-8330 (RAM) { t Property Owner Boring # C Boring �,PIt Parcel ID # Ground surface elev. I ft. Depth to limiting factor 0 in. P 9 Page of Soil Aooticatinn R ate Horizon Depth In. Dominant Color Munsel Redox Description Qu. Sz. Cont. Color Texture Sbwtury Gr. Sz. Sh. Consistence Boundary Roots GPD/fg 'Effi#1 'Eff#2 �Z 7?�-,/ a , 6' L? o /rL) 7 - IM EBoring # ❑Boring ❑ Pit Ground surface elev. ft, Depth to limiting factor in. Sail AnntirAinn Ra1P Boring # D 13odng Ground surface elev. ft. Depth to Ilmiting factor in. El Pit Soil Anolication Rate Effluent #1 = BOD` > 30 i 220 mg/L and TSS >30 1150 mg/L " Effluent #2 a BOD` 130 mg/L and TSS 130 mgtL 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 608-266-31 S 1 or TTY 608-264-8777. sUa.1330 (RAM) Soil Test Plot Pl Project Name Todd Marek Address 1434 129th st. New Richmond Wi 54017 Lot 1 Subdivision ---------- NE 1 /4 S W 1 /4S 20 T 30 N/R1 8 W 0 Boring 0 Well PL Property Line BM or VRP Assume Elevation 100 ft. un Bi 4 "CSTM #226900 e 8/31 /22 Township Richmond County ST. CROIX Top of survey iron System Elevation TBD *H RpSame as Benchmark o 144th ave S' f Protect Namc Address Soil Test Plot PI Todd Marek 1434 129th st. New Richmond Wi 54017 Lot 1 Subdivision --------- NE 1/4 S W 114S 20 T 30 N/R1 8 W [] Boring Q Well PL Property Line IBM or Up Assume Elevation 100 ft System Elevation TBD 5' un Bi �STM #226900 e 8/31 /22 Township Richmond County ST. CROIX Top of survey iron *HppSame as Benchmark o 144th Cave El — INDICATES LOCATION OF 130kE HOLE FOR SOIL TEST CERTIFIED SURVEY MAPaC�_�D�ICC� LOCATED IN PART OF THE NE 1 /4 OF THE SW 1 /4 OF SECTION 20, T30N, R I 8W, TOWN OF RICHMOND, ST. CROIX COUNTY, WISCONSIN- BEING LOT 19 AND S E P 06 2022 PART OF LOT 20 OF THE PLAT OF WALDROFF MEADOWS 11. BEARINGS REFERENCED TO THE LEGEND St.Croix County EAST —WEST Y4 SECTION LINE OF SECTION CORNER (AS NOTED). Community Development SECTION 20. LINE BEARS 2.375* OUTSIDE DIAMETER IRON PIPE FOUND. N89-59'35"E, ST. CROIX COUNTY 1.30 OUTSIDE DIAMETER IRON PIPE FOUND. COORDINATE SYSTEM. 0 VOUTSIDE DIAMETER IRON PIPE FOUND. ® 0.75m X 18* IRON REBAR WEIGHING L Cl T 3 Q*-!). M. 1.502 LBS. / LINEAR FOOT SET. L007,S C.S.N. --------------- W 4 WOL. -13 P(2' 251 6- W) E14EOR20ER, CORNER, )—FENCE. --------------- w 0 L. 13 P Q. 3 6 M SEC. 20 (ALUMINUM EAST -WEST SECTION LINE (ALUMINUM CAP FND.) CAP FND.) N89c59'35"E 251.07' N89059'35"E 2403.41' 173.33' 77.74' N89"59'35"E SCALE IN FEET NO T E : THIS PORTION OF LOT c.21 12645.07' 20 HAS BEEN CONVEYED TO THE of 50' 1 OC)' NEIGHBORING PROPERTY TO THE WEST. THIS PORTION OF LOT 20 p N89051'53"E IS DESCRIBED IN DOC. NO. 00 '21.45' 0 0 LOT 1 z 99,870 SQ. FT. w (2.29 ACRES) 0 _j 04 - NO T E : THE LOTS SHOWN ON 0 U_ 0 c%4 THIS CERTIFIED SURVEY MAP Ui Uj Z ARE SUBJECT TO THE 100 0 c%l WAY SETBACK LINE AND UTILITY w p > W w EASEMENTS AS SHOWN ON THE Z 0 'ele SHED 0 C) PLAT OF WALDROFF MEADOWS IL - co 00 z C:) 0 w C) CO w 0 m CO F 0 L0T 3 cn z < vi 00 C) w 165,558 SQ. FT. 21.45v " W < o'1—., 0' (3.80 ACRES) <0 �_ T_ LLj > z ce) 0 1 ` 0 b S89051'53"W 206.66' 0 U_ z z U) 0 <0f 0 cr 0 0 w 40' cr- 0 O 0 w LL_ DWELLING 4N 0 z 0 NOT SHOWN Li 0 Ln 0 CO bi IN DETAIL z FX m W C) U ..o CO > 04 L 0 T 2 Luico W < NN 101P w io co Ul 88,260 SQFT. '0 Uj a0 m . (2.03 ACRES) Lq Z UJ ir- = uj �J_ :i -Al (A C> 0 cl) U) I 0 cc V 4 < Z m cc3 0 a_ 10/ ICY) Ld rcl� - "ql- NLO < w DWELLING cy) 0 C:) C� CONSTRUCTION Un) c_ 0 C) 00 UNDER 0 bj C) U Otf 0 1 Iq C) co LLILLI!�j- / I U) LL_ 44,1 N89022'35"W Ov (b p 26.00N380P6054". E/ 54.37 R:L �y° f © 2� RJL,: 0: <1 IS C14 F_ > 66' 12' U') w 00 WIDE UTILITY EASEMENT L 65.-3f CL_ C) Y J 279.10' U) u' 20 C9 �4A, 1- 0 c S88023'35"W 344.411 (6) E 0 R C, 3 6 �jc <.5'36 U) , 144TH AVENUE 50Go, i'2': Zo LOT 5I L07 6 LOT 7 -------- LOT 8 WALMROFF MEADOW�D -------- ��a 5'LAND SURVEYOR: PREPARED FOR: s SOLUTIONS JOSEPH GRANBERG TODD MAREK DRAFTED BY: JWG 1428 134TH AVENUE 1434 129TH STREET J013 NO. 100-802 SHEET NEW RICHMOND, WI 54017 NEW RICHMOND, WI 54017 DATE: 08/11/2022 1 OF 2 C: CrYllqi 6, than plar, les 14680t, cvnoiets site direction arlz ar co� ir Inc '10: Mrlta' Bren:* POl inc-lAc tc rrc)%k I � -)(A, for a r tc jfa7es: mal Percent siape, sReiewqr- Ly pl,ea,66 P'Cwvse rr,c:- U547c, lo� sbt�w�aftr) V-14cv;M0 N R B I Opal N&7w 1180e cov c,->be derwed oaslo" N*A z systrem Elevatiorl,—� toc, Rate ILL -0 U:lt surfe0e eis k Pit I.W I Gpo" aving # 0 0 Pit m -4h Ln in. w w%d TSS < 30 mQ'L 1167928 BETH PABST REGISTER OF DEEDS CERTIFIED SURVEY MAP ST. D F R R CWl O RECEIVED FOR LOCATED IN PART OF THE NEI/4 OF THE SWI/4 OF SECTION 20, T30N, R18W, 06/ 16/2023 10:04 AM TOWN OF RICHMOND. ST. CROIX COUNTY, WISCONSIN; BMNG LOT 19 AND CERTIFIED SURVEY MAP PART OF LOT 20 OF THE PLAT OF WALDROFF MEADOWS II. VOLUME.* 32 HEARINGS REFERENCED TO THE L ESEND PAGE: 72SS EAST -WEST A SECnON LINE OF T CTIOH ORNER {AS NOTED). REC FEE: 30.00 SECTION 20. UNE BEARS ' OUTNX DIAMETER IRON PIPE FOLM. PAGES: 2 N89059'35',E, ST. CROIX COUNTY 0 130 OUTSIDE DIAQ&TER IRON PIPE FOUN©, COORMNATE SYSTEM. V OUTSIDE DMAAETER IRON PIPE FOUND. EB 0.75' X lr IRON REw WEIGHNG LOT 4 C.&K \ LOT 3 CARL V1 CORNER, T N L8&. ! LINEAR FOOT SET. VOL. . VOL. I E3' CO RNM {ASE-C. 20 (R) PP"Otl;,QLY REGARDED [WORMATH)N. \ SEC. 20 CAI' FND.) ��'EAST - VYEST 7'4 SECTION LINE (R N89 59'36 "£) I {ALUMINUM CAP FNDD. N896S9'350E 251.07' 4' R N, 'S9 t5 F N89'S9`3 T 2403.41' 173.3T .5 SCALE IN FEET NO T E : THIS PORTION OF LOT T�N_R 43.QT' �� , 20 HAS BEEN CONVEYED TO THE 0 1 104 1 00 NEIGHWRING PROPERTY TO THE WEST. THS PORTION OF LOT 20 z I IS DESCMBED IN DOC. NO. N89.51'531E I - - " 21.45' \sco)Vs 1162580. "- LOT JOSEPH W. , , �,�' �" 99.670 $0. FT. G MWRG (2.29 ACRES) o RICHMOND N Q T F: THE LOTS SHOWN ON THIS CERTIFIED SURVEY MAP O4t� ARE SUBJECT TO THE 1 Da ROAD EASEMENTS LINE 3 o�ON THE SHED PLAT OF WALDROFF MEADOWS II. � •CA O T s 106,658 80. FT. E 02� SHED (3.60 ACRES 21.45 1 S'S.21 O F Z S9'51'5'2.W °� $d, 40 0, z Li €�uuEi.i-iniG r/ w U�"', NOM�I T SHOh w I x DETAIL m ^, '<�� LOT 2 88, 280 SO. FT. ! / J4O 44,(2.03 ACRES)♦\ O 'I r �r✓ ' z g u d/CONSTRUCTIONNe ; ' .$ www a� y' J+ 26.00' N38&p6'64Vi 1 r WIDE UTILITY EASEMENT vp S23`3 88'M 344.41` � C� g - • - • - -NVE D. .` .S AWR®F? AD LOTS YLAIRD �URVE'Y'aR; PREPARED R: s SO=ONS JOSEPH GRANBERG TODD MAREK DRAFTED BY: ,DWG 1428 134TH AVENUE 1434 129 TH STREET J08 NO. 100--802 SHEET NEW RICHMOND, N 54017 NEW RICHMOND, Wf 54017 DATE: 08/11 /2022 1 OF 2 St. Croix County 1167928 Page 1 of 2 Parcel ID 0 WCO C)��Lv- Page ______ of .. . ..... ...... OR 7 A "M =- mow e S v — it Ground aorta elev. ft. Depth to 'tk�g face` Sod icatac t Depth Domkwd �9Redox Desvription TexIL" Struft" ConsWence Boundary Roots -A ' GPOM in. Munsel QU. U Coat. Color Gr. Sz. Sh. 1`f*1 • r-2 �210 e # D factor in. u Pit Gromd stuiew elev. ft. Depth to Ming SoY Appkidon Rate Haizon I lepth I Dm*wg C1 -Redox Descrt0on Texh" Struc a Consistence Boundary Roots GP — . M Mumett QU. Sr. Cont. Cdor - - - Gr. Sa. Sh= OEM`Eff#2 ' Fffkwt 01 = SODS > 30 :S 220 nVL and TSS >30 1150 nKpt ' Effkm t #2 n BOD; s 30 mg& and TSS s 30 nvk The Department of Commerce is an epAal opportunity service provider and employer. If you need assistance to access services or need nmtcrial in an alternate format;, please contact the department at 608.266-31 S t or TTY 608-264.8777. 3404WI (RAM) Project Name Address Soil Test Plot PI Todd Marek 1434 1 29th st. New Richmond W i 54017 Lot 1 Subdivision --------- NE 114 S W 1 [45 20 T 30 N1R 18 W 0 Boring (D Well PL Property Line M or VRp Assume Elevation 100 ft System Elevation TRC 5' un Bir STM #226900 e 8/31 i22 Township Hicrimona County ST. CROIX Top of survey iron * H R pSarne as Benchmark 0 144th ave 1167928 BETH PABST REGISTER OF DEEDS CERTIFIED SURVEY MAP CROIX CROIXWI RD RECECE FORR RECORD LOCATED IN PART OF THE NE1/4 OF THE SW1/4 OF SECTION 20, T30N, R18W, 06/ 16/ 2023 10:04 AM TOWN OF R11CHMOND, ST. CROIX COUNTY, WISCONSIN; BEING LOT 19 AND CERTIFIED SURVEY MAP PART OF LOT 20 OF THE PLAT OF WALDROFF MEADOWS II. VOLUME: 32 BEARINGS REFERENCED TO THE LEGEND PAGE: 7255 EAST --WEST Ya SECTION LINE OF SECTION CORNER (AS NOTED). REC FEE: 30.00 SECTION 20. LINE BEARS 2.375" OUTSIDE DIAMETER IRON PIPE FOUND. PAGES: 2 N89-59'35"E, ST. CROIX COUNTY �j 1.3' OUTSIDE DIAMETER IRON PIPE FOUND. COORDINATE SYSTEM- V OUTSIDE DIAMETER IRON PIPE FOUND. ® 0.75" X 18" IRON REBAR WEIGHING LOT-4-C.S.M. \ LOT 3 C.S.Me 1.502 W/14 CORNER, FENCE. VOL. I LI NEAR FOOT SET. VOL.I 3v -PG. ` W5 � `VOL. 13g -PCB_ 3W35 ( Ei4 CORNER, SEC. 20 (R) PREVIOUSLY RECORDED INFORMATION. SEC' 20 (ALUMAP FIND.) EAST - WEST % SECTION LINE (R N895936 "E) �, �9, < (ALUMINUMC N89 59 35"E 251.07' (R N89 59 36 E) N89059'35"E 2403.41' r 173.3377.74' N89p59135"E SCALE IN FEET NO T E : THIS PORTION OF LOT °r° N 12645.07' 20 HAS BEEN CONVEYED TO THE r o 1 O' �, 5D' iDD' NEIGHBORING PROPERTY TO THE Q �.s` 1 = 100, WEST. THIS PORTION OF LOT 20 � z i IS DESCRIBED IN DOG. NO. N89051'53"E 1 162560. Q ~=` �21.45' s�ON CDLOT vy , � 60 • N ' - - N . •JOSEPH W. GRANBERGS-2295 v, = NEW RICHMOND ; . -w Wj - p `••- '�1Z co .12 ek 3 d OT 3 SHED 165,558 SQ. FT. W 0 (3.80 ACRES) :>z a Qom U � d z o ZD DWELLING 4 W O I o LL Az I � O f � � ca I 0 ti 1 wLLI _ m ~ r �L NI c�u=cam o I LQz c W p CL I O 0 CL cl o ; NOT SHOWN Qd �� rn m x rn IN DETAIL ( s � w mON , t ¢ �� ! F-- U ��o �; a,N r- LOT 2 I mUj o !") NN i f W z �' �; o W ,�- �CD co � ice/ 88,260 SQ. FT. i I U.] o C) a Q, (2.03 ACRES) i M cm ek to z ®� ��� �, ��4� v� W a rz DWELLING c ' � o �' � C?3 �s o3b`� vno C> i UNDER o �; LjjW �� ��� '� �� co i CONSTRUCTION � 1 ' A, a O W Y j OV_ (��1` o I Q o �a 1 v Q co �! ' oo Li. Az. •yam" `' _ ~ 1 N89022'35'VV 26.00; Ca N38*P6'54"� 4 54.37' ©' 10 04 v Ki 12' WIDE UTILITY EASEMENT r o � 66' _ ; 1 0 7i - ----T % �.-1 - '�'T�.'l0r _. _ _ _-66.3'f' � 4 _ r � o � a Q, �' S 88Q 23'35'W 344.41 0 - - o ,- ; o ' , (R S85 23'30"W) - ® N� o - o �44 THAVENUE UL _ _�-_ _ ------ a LOT 7 WALDROFIF HEADOWS -------- C5)LAND SURVEYOR: PREPARED FOR: s SOLTMONS JOSEPH GRANBERG TODD MAREK DRAFTED BY: JWG 1428 134TH AVENUE 1434 129TH STREET JOB NO. 100-802 SHEET NEW RICHMOND, W 54017 NEW RICHMOND, WI 54017 DATE: 08/1 1 /2022 1 OF 2 .0'g+ 7;�3'55 I SHED 21.45' 99,870 SO. FT. (2.29 ACRES) N O T E : THE LOTS SHOWN ON THIS CERTIFIED SURVEY MAP Ui ARE SUBJECT TO THE 1 00'ROAD c%j WAY SETBACK LINE AND UTI LITY W EASEMENTS AS SHOWN ON THE o PLAT OF WALDROFF MEADOWS 11. 00 v o NN & �o d� �p 185-21' S89"51'53'W 206-66' 40' St. Croix County 1167928 Page 1 of 2 MMIOIPA"06" y C96b COUNTY OWNER �noo MhR�k CeNSRu,�T�aiv AV 000, L1Uff_'rM_1_1hE'9R • rils % r r '"" WN VY J ,... SBD-06499 (RI 1/20) Noe.. L50012 CHAPTER 145.135 (2) WISCONSIN STATUTES (a) The purpose of the sanitary permit is to allow installation of the private sewage system described in the permit. (b) The approval of the sanitary permit is based on regulations in force on the date of approval. c The sanitary permit is valid and may be renewed for a � � Y ]P Y specified period. (d) Changed regulations will not impair the validity of a sanitary permit. (e) Renewal of the sanitary permit will be based on regulations in force at the time renewal is sought, and that changed regulations may impede renewal. (f) The sanitary permit is transferable. History: 1977 c. 168; 1979 c. 34,221; 1981 c. 314 Note: 1f you wish to renew the permit, or transfer ownership of the permit, please contact the county authority. r_ I R %M A in VIM' 10_j WE rAL S. . .. . .. ......... . . ...... : : .%:.: - . ... .. ............. .... .......