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HomeMy WebLinkAbout030-2028-70-000 (8) i LAND USE PERMIT File ST. CRQGh nU!VTY Off 1Ce7JseOnly APPLICATION I Rcwrsed May 2016 APPLICANT INFORMATION Property Owner: James & Beth Reidenbach Contractor/Agent: Justin Gerstne c Mailing Address: 355 Miller Rd. Mailing Address: 4125 Velth Avenue Hudson, Wl 54016 Madison, WI 53704 - Daytime Phone: Daytime Phone: ( ) _ Cell: (715) 781-2018 Cell: 1, 608,334-5463 E-mail: bethbach@hotmail.com _ erstner@m - E mail:-g sn.com SITE INFORMATION site Address: 1406 Hilltop Ridge Government Lot 4 Property Location: 1/4, 1/4, Sec. 22 , T-30 N., R. 20 W., Town of St. Joseph Computer 030 2028 70 000 Parcel 22 30 20 440173 LAND USE INFORMATION Zoning District (Check one): ❑ AG. ❑ AG. 11 O RURAL RES. ❑ RESIDENTIAL ❑ COMMERCIAL ❑ INDUSTRIAL Overlay District (Check alt that apply): ❑ SHORELAND O RIVERWAY ❑ FLOODPLAIN ❑ ADULT ENTERTAINMENT Type of Land Use Permit Request (Check one): Please refer to the current fee schedule on our website. 0 Lower St. Croix Riverway District D Wireless Communication Tower (Co-location) ❑ Shoreland ❑ Temporary Occupancy ❑ Signage ❑ Nonmetallic Mining Operation ❑ Floodplain ❑ Animal Waste Storage Facility ❑ Grading & Filling, 12-24.9% Slopes ❑ Livestock Facility ❑ Other: ❑ Permit processed in conjunction with a Land Division, Special Exception or Variance State the nature of your request: To construct a single family residence. The project will include the removal of the existing residence and limited grading to accomodate the new home. 17.36F.2.a.1,2,4,&6 Zoning Ordinance Reference SIGNATURE I attest that the informa ' containe th' app ication is true and correct to the best of my knowledge. Property Owner Signature: Date1 Contractor/Agent Signature: ! - , = Date _7 J 1 S / 0J,(2_ . G' - :OFFICE USE. ONLY Complete Application Accepted: Ia X71 y:~ ree Received: i-4 /d7 I~3=i~ $ ` SO:D o Receipt 715-386-4680 St. Croix County Government Center 715-381-4400 Fax cdd;~cosain_rroix.:vi.u= 1101 Carmichael Road, Hudson, Wl54016 d0i0 . P Y SO N NErAG 616 Tower Rd. December 22, 2016 Hudson, wi 54016 St. Croix County Community Development (tftb 1101 Carmichael Rd. Hudson, WI 54016 .'LC 2 7 2016 RE: Reidenbach/Gerstner Land Use Permit Application ~T; CROIX COUNTY ,"OM UNITY DEVELOPMENT To whom it may concern: Please find attached a Land Use Permit request packet for constructing a new home in the Lower St. Croix Riverway District. This packet (original + 2 copies) includes: Land Use Permit: Application Form & Fee Recorded Warranty Deed Certified Survey Map Original Septic Permit Soil Test (for future replacement system) Information on Below Grade Infiltration System Building Plans Plan Set 11x17 includes the following: Title Page/Location Map Existing Conditions Grading & Erosion Control Plan/Stormwater Management River View X-section Erosion Control Details Project Summary Statements: The project will include demolition an existing residence prior to construction. The new residence will be constructed near the original house location, but slightly east in order to maintain compliance with the existing bluffline setback. The new home will comply with the St. Croix County roadway setbacks, but will require a variance from the Town of St. Joseph to seek relief from their more restrictive 75' roadway setback. The current plan is to reconnect to the existing septic system. However, additional soil tests have been completed to identify an alternate system location in the event that the existing system needs to be replaced. Please review and contact me if you have any questions or if there is a need for additional information. Sincerely, Jon Sonnentag I Illi~ i~lli i~111 I~li1 Illf Illl I(II loll ilil flil V 891046 BETH SHERIFF'S PF;TS7FP )F ~r= S Document Number DEED P : , CK i H . , [-Drafted by: Duncan C. Delhey 7;'20t:'S e : ~'~hti+ ShLF,'ihr; ~tE:' Return to: James J. & Beth C. Reidenbach ~RE: a 355 iV[i11er Rd. PEG rE= ? 3 . p0 Hudson, WI 54016 L TRANS FFF: ~59,8rJ PAGES: 030-2028-70-000 Parcel Identification Number RE: Deutsche Bank Trust Company America v. William Houston et al., Case No. 06-CV-760 i Pursuant to a judgment of foreclosure entered in this matter, the subject premises was sold at auction to the highest and best i bidder, James J. & Beth C. Reidenbach. Therefore, the sheriff does hereby grant and convey unto said successful bidder, all of the following described land, located in the County of St. Croix, State of Wisconsin, to wit: i See Attached Legal Description ` I I I < I _ SHERIFF - (Strike the inappropriate title) STATE OF WISCONSIN ) )ss i COUNTY OF St. Croix) Personally came before me this / Qy' _ day of 6-/1,2009, the above-named I-~Cn/7 i 5 !7+ l / s t personally known to me as the officer described above, and who executed this document as the sheriff or on behalf of the sheriff of this count}. ~~+.suo~slM ifl aielS ! ` q i qnd tielo~ i Notary Public tVey1 St. Croix County, Wisconsin i Haley T `!y commission expires: uVV 1 of 2 LOT 6 OF CERTIFIED SURVEY MAP RECORDED DECE.-NIBER 31. 1986 IN N'OLUNTE 6 ON PAGF: 1766 AS DOC['NIENT NO. 420951; TOGETHER WITH AN EXISTING 66 FOOT ROADNN'AY EASEMENT AS SHOWN ON 5L'BJECT CERTIFIED SURVEY NI.AP RECORDED DECEMBER 31. 1986 IN VOLUME 6 ON PAGE. 1766 AS DOCUNIENT NO. 420950 AND CERTIFIED SURVEY NIAP RECORDED FEBRUARY 14. 1980 IN VOLUME 4 ON' PAGE 916 AS DOCUMENT NO. 362776. BEING A PAR"I' OF' GOVERNNIEN'1' 1.0'1' 4, SECTION 72. 'FO«NSHIP 30 NORTIL RANGE 20 NEST. TOWN OF ST. JOSEPH. ST. CROIX COUNTY. WISCONSIN. RESERVING L:NTO GRANTOR A PERPETUAL EXCLUSIVE EASENIEN`F ON'ER 1'HE FOLLOWING DESCRIBED PROPERTY: PART OF LOT 6 OF 'THE: CER'T'IFIED SURVEY NIAP RECORDED IN N'OI.1`N1E 6 ON PAGE. 1''66. 1 O%N N OF ST. JOSEPH. DESCRIBED AS FOLLOWS: BEGINNING AT THE SOL THF:AS I'(.'OR.NF.R OF SAID LOT 6. NORTH 89° 15'00" WEST. (BEARINGS REFERENCED TO THE SOUTH TINE OF SAID 1,0T6; ASSUMED TO BEAR NORTH 89`15'00" WEST) 8=36.75 FEET MORE OR LESS, ALONG THE SOUI H LINE OF SAID LOT 6 TO I HE. WATERS EDGE OF LAKE ST. CROI ; THENCE NORTH 11" 47' 01" EAST. 35.68 FEET MORF: OF LESS, ALONG SAID WATERS EDGE; THENCE SOUTH 89° 15'00" EAST. 579.04 FEET. MORE OR I,F:SS; THENCF. NORTH 00' 45, 00" EAST. 25 FEET: THENCE SOU'T'H 89° 15'00" EAST, 302.28 FEET; THF,NCE SOUFH'*VESTERLY 18.73 FEET ALONG AN 80° RADIUS CURVE CONCAVE NORTHWESTERLY WHOSE CHORD BEARS SOUTH 30° 21'33" WKST. 18.69 FEET ALONG AN EAST LINE OF SAID LOT 6, THENCE 37° 04'00" N4`ESI', 54.30 FEET ALONG AN EAST LINE OF SAID LOT 6T OTHE POINT OF BEGINNING. SAID EASEMENT IS PERPETUAL AND IS FOR THE BENEFIT OF GRANTORS AS OWNERS OF LOT 2 OF' CERTIFIED SIiRVEY MAPS IN VOLUME 3 ON PAGE 822. AS DOCUMENT NO. 357960. AND SHALL BE APPT RTENANT "FO SAID GRANTORS PROPERTY -A-ND FOR THE BENEFIT OF ALL FUTURE OWNERS THEREOF. THE RIGHTS, TERNIS, CONDITIONS AND RESTRICTIONS CREATED CONFERRED AND IMPOSED BY'l HIS E:\SEMENT ARE SET FORTH IN AN INSTRUMENT TITLED "EASEMENTS. COVENANTS AND RESTRICTIONS" REARING THE SNNIF. DA'lE AS THE DA'Z'E OF THIS DVVA). 2of2 ~"►.1145I ,m CERTIFIED Sul MAP LOCATED IN GOVERNMENT LOT 4, SECTION 221 T30N, R20W, TOWN OF ST. JOSEPH, ST. CROIX COUNTY, WISCONSIN. EAST LINE OF GOVERNMENT LOT 4 NO°35'20"E 743.60' S1/4 CORNS CENTER OF T SECTION 22 SECTION 22 T30N, R20W N0°40LOT 5 n 130,00, 00 z/ y` C TRUE BEARING i' R=80` pRr \ 1p\1~1~ - a. N r ~ VATS . d 3 z S1°57„E O See .d7 ateROAD e LOT 5 ,10• .D. ~ G 5F, 0, POINT OF BEGINNING 2 41 N, \ ~ o ~ o LOT 4 C.S.M. V.3,_P_882_ HOUSE - SCALE IN FEET 10 N M W LOT 6 N M 3.8 Acres± LOT 2 165,500 S.F.± *1.4 Acrest V. -P.882- BLUFF LEGEND LINE O 1"x24" IRON PIPE, WEIGHING 1.68#/LINEAL FOOT, SET. • 1" IRON PIPE, FOUND. 0 COUNTY SECTION CORNER Drafted by x3ERNTSEN MONUMENT, Brad Wittig w ^ - 3 FOUND. +i . o °o .4 co N , 1•, BLUFF LINE o c'4 OWNER & SUBDIVIDER °0a, o N 00 O 1"x30" IRON PIPE, GEORGE HOLCOMB in z WEIGHING 1.68#/LINEAL R.R.#1 FOOT, SET. ST. JOSEPH, WI. 54082 lq 1"x60" IRON PIPE, MEANTDER WEIGHING 1.68#/LINEAL N14 Z5T8`rNE FOOT, SET. 205.83, E * NET PROJECT AREA. N N .-1 APPROVED d N ~N 0EC 2 91986 BAY ST. CRO+X U.•i7 ~ ' .dG M ON COMPREHEt4SIV_' YAUS f!~. LAKE APPROXIMp TE LPENYNStjLA AND ZONING COMMar'T[r ST_CROIX_ PART OF +1 OF LOT 4 m cl) WATER'S EDGE Voill,ie 6 Pa 1766 DESCRIPTION A parcel of land located in Government Lot 4, Section 22, T30N, R20W, Town of St. Joseph, St. Croix County, Wisconsin, being part of Lot 3 of Certified Survey Map recorded in Volume 3, Page 822, Document Number 357960 of the St. Croix County Register of Deeds, described as follows: Commencing at the S1/4 corner of said Section 22; thence NO°35'20"E (True Bearing) 743.60'; thence N89019140"W 752.17'; thence N0°40'20"E 130.00'; thence N89°19'40"W 215.14'; thence S1°57'40"E 121.07'; thence Southwesterly 121.88' along an 80.00' radius curve concave Southeasterly whose chord bears S44°23'40"W 110.43' to the point of beginning; thence Southerly 59.87' along an 80.00' radius curve concave Easterly whose chord bears S20041117"E 58.481; thence Southerly 110.57' along an 80.00' radius curve concave Westerly whose chord bears S2°31'47"E 101.98'; thence S37°04'W 54.30'; thence N89°15'W 573.11' to a point which is 256', more or less, from the water's edge of Lake St. Croix; thence along the meander line along the lake N14°25'18"E 205.83' to a point which is 3151, more or less, from the water's edge of Lake St. Croix and the end of the meander line; thence S89°15'E 529.43' to the point of beginning, including all land lying between the meander line and the water's edge of Lake St. Croix. Contains 3.8 Acres, more or less, being 165,500 Square Feet, more or less. I certify that the above description and map are correct and that I have fully complied with the provisions of Section 236.34 of the Wisconsin Statutes and Section 5.4B of the St. Croix County Zoning ordinance and that the bluff line and the net project area shown on this map are correct to the best of my knowledge and belief. Date: October 21, 1986. y~ 11vV%, , James T. Swanson S-1482 Job No. 86-1635 Ift Ogden Engineering Co. 113 W. Walnut Street } JAMES T. k River Falls, Wisconsin 54022 e, SWANSON ,S-1482 OWNER AND SUBDIVIDER_ RIVER FALLS, George Holcomb w Wis. R. R. #1 4►••y,<q o~,•`~ St. Joseph, Wisconsin 54082 N NOTES ~r4# 0l s N 1) Access to the above described property from a public road must be provided by a separate document. 2) The roadway shown on this map is a private roadway. Any maintenance costs of the private roadway after its approval by the Zoning Administrator as a standard road, shall be shared pro-rata by the adjoining property owners. Should the roadway be taken over by a municipality as a public road, maintenance costs thereafter would be a public expense. CURVE DATA TABLE CURVE LOT RADIUS ARC CHORD CHORD CENTRAL TANGENT NO. NO. LENGTH LENGTH LENGTH BEARING ANGLE BEARINGS 1-2 - 80.00' 121.88' 110.43' S44°23'40"W 87°.17'20" S88°02'20"W SO°45'00"W 1-3 - 80.00' 181.75' 145.11' S22°57'23"W 130°09'54" S88°02'20"W S42°07'34"E 2-3 6 80.00' 59.87' 58.48' S20°41'17"E 42°5234" S0°45'00"W S42°07'34"E 3-4 6 80.00' 110.57' 101.98' S2°31'47"E 79°11'34" S42°07'34"E S37°04'00"W dolu;.ic a ?rc,a 1766 W WW E $ "0 0 v1 ti ~ A i !,P NN r► i I A m ~ W O O t~D IV W ° ~y m m w Q ' 0 00 K I' ~ V C ! O N l~ C rt O' m co w CL irt• cn ~ b W Ga I °~A,, W tD F-` ts3 Z co co ° m i N W I I S c r rt I I m t+~ t-n (D I 01 I~ Q rt N .a ° I N Z a` ~ H C!1 pp ~ N p.n ~ ~ ~!•,1 , N• /yam ' y r~• £oQ I fD ~ j 'W N 47 'd (D d I p _ N N ~ I g ~ z W r. G1 b o N S31 C 4 W N i ~ GO~1 N b 4 Ig:. s~ w y I' 10 o I ~ _ I ~ C M w z ° f a S• m r 0 ~i I 3 3. j I' f ~ I ~ ~ • O a° ~ A w I ~ N I I ~ oNe Form- S T C - 104 AS BUILT SANITARY SYSTEM REPORT OWNER~~ ~CO/r R TOWNSHIP SEC. - T ~N-R~W ADDRESS ST. CROIX COUNTY, WISCONSIN SUBDIVISION LOT LOT SIZE PLAN VIEW Distances and dimensions to meet requirements of ILHR 83 SHOW EVERYTHING WITHIN 100 FEET OF SYSTEM i r +T i a ~e, to ,30 j INDICATE NORTH ARROW No SrAle BENCHMARK: Describe the vertical reference point used Elevation of vertical reference point: Proposed slope at site: SEPTIC TANK: Manufacturer: l.J"<-v - Liquid Capacity: /OCC) Number of rings used: Tank manhole cover elevation: /,9, Tank Inlet Elevation: Tank Outlet Elevation: I - J=~ Number of feet from nearest Road: Front,G4ide 0 Rear, 0 feet From nearest property line Front.0 Side ear, O feet Number of feet from: well building: (Include this information of the above plot plan)( 2 reference dimensions to septic tank) SEE REVERSE SIDE DFPARTM9NT.OF INDUSTRY, LABOR & HUMI;1 RELATIONS INSPECTION REPORT FOR P.Q. BOY 7969 PRIVATE SEWAGE SYSTEMS SAFETY & BUILDINGS MADISON, WI 53707 DIVISION BUREAU OF PLUMBING e CONVENTIONAL OALTERNATIVE state Pbn I.D. Number. ❑ Holding Tank ❑ In-Ground Pressure D Mound (If swgned) NAME OF PERMIT HOLDER! ADDRESS OF PERMIT HOLIER: George Holcomb 7777 INSPECT N T BENCH MARK (Permanent relerenee pmntl DESCRI BE IF DIFFERENTF OMPLAN' Stillwater, 550$2 A4V SE SW, Section 22, T30N-R20W, Town of St. Joseph,Lot#3 RE .PT. ELE V.: CST REF PT ELEV Name pf Plumber MP/MPRSW No Gary zappa C Samlary perm l Number: 3300 St. Croix 79154 SEPTIC TANK/HOLDING TANK: MANUFACTURER. ,441 LIQUID CAPACITY TANK INLET ELEV TANK OUTLET ELFV ARNING LAS l , av v PROV DED LOCKING COVER //6 ~ PROVIDED : BEOOING: VENTDIA.: VENIMATI HIGH WATER ti) YES ONO DYES JALZRM ROAD: PROPERTY NO L I WELL- BUILDIN V NT OFRE H OYES NO ` El YES O LINE AIR INLET DOSING CHAMBER: 2-Q MANUFACTURER SFDUING: LIQUID CnPACITV P UMPMODEL PUMP;SIPH()NMANUf ACr;IHEH WARNING LABEL LOCKING COVER DYES ONO PROVIDED PROVIDED: GALLONS PER CYCLE: PUMP AND CONTROLS OPERATI NAL DYES ONO DYES ONO (DIFFERENCE BETWEEN NttBER:CIF PROPERTY WELL BUILDING VENTT FR H PUMP ON AND OFF) fifliN LINE AIR INLET. OYES SOIL ABSORPTION SYSTEM. Check the soil moisture at the depth of plowing NO I N(.T- lid nnMF TER MATERIAL ANU MAHKINri or excavation, (If soil can be rolled into a wire, construction shall cease until FORCE the soil is dry enough to continue,) I OR MAIN CONVENTIONAL SYSTEM: BED/TRENCkf WIDTH LENGTH NO. OF " DISrR Pl~t sPnclNl, cnvEH AL PIT NVUE MA DIMENSIONS" : HeNalES , TERI aPlrs LIOUfD DEPTH: BRAN L 1/ FILL DEPTH DI$T11. PIPF DI$TR PIPE DI$T IPE MATERIAL NO U .111 BELOW PIPES ABOVE COVER ELEV INlff ELEV ENO ,NUMBER OF PROPS TY WELL BUILDING VENTTOFRESM t 1 PIPE S d Z / FEET FROM LINE AIR INLET MOUND SYSTEM: NEAREST ` Z ~,2 :2 971 Mound site plowed perpendicular to slope and furrows thrown Upslope: Check the texture of the fill material for PROVIDE A DIAGRAM OF SYSTEM mound systems to make certain that it ON REVERSE SIDE. SHOW ELEVA- OYES ONO meets the criteria for medium sand. TIONS MEASURED. OIL COVER TEi:TUBE Pi HMAANNf NI MAHICf H.S OHSENVATION WELLS DEPTH OVER TRENCH BED DEPTHOVFH TRENCH HE Ii YES ONO DYES ONO MULCHED CENTER EDGES UCPrH (li TOPSOIL S1111111 11 E-D'YES NO D. ONO ONO DYES O PRESSURIZED DNSTRIBUTION SYSTEM: YES BED/TRENCH WIDTH LENGTH HOOF LATERAL SPACING GRAVEL DEPTH HELO PIPi DIMENSIONS TRENCHES W FILL DEPTH ABOVE COVER MANIFOLD PUM MANIFOLD DISTR. PIPE MANIFOLD MATE HIAL NO . . ELEVATION AND ELEV, ELEV DIA ELEV FUISTH UISTR PI E UI$THIBUTION PIPF MATERIAL & MARKING I DISTRIBUTION PIP $ D A INFORMATION „HOLE SIZE HOLE SPACING CHILLED COHREC I LY COVER MATERIAL VERTICAL LIFT CORRESPONDS TO APPROVED PLANS COMMENTS: PERMANENT MARKERS: YES ONO OYES ONO tt 7OBiATION WELLS. rrFEUEk?F P DYES LDYES ❑rO_-RES T ' Z } 1 CQit,o,,~ 1.3f t'a c. S 1 7,11 0 01-/ Pr6pir:1-P Sketch System on Reverse Side. Retain in county file for audit. slcrogruRE In~ l DILHR SBD6710 (R. 01/82) . 00100mo` wr?1Of1ssn 7 R APPLICATION FOR SANITARY PERMIT ~-DILH • OUNTY er~eetis oerxaarmenT of j (PLB 67 eesaeeraw °1OC'sT""•~"eow6HUnF+nw~Tions UNIFORM SANITARY PERMIT # ~L2 -Attach complete plans in accord with s. H 63.05, Wis. Adm. Code for the system, on paper not less than 8Yzx 11 inches in size. -See reverse side for instructions for completing this application. PLEASE PRINT PR ERTY :00WWNER /CDR n MAILING ADDRESS PROPERTY LOCATION Sr 1/4 Sw 1/4, S , T3 . N. R -10E (Or W TOWN OF: ST • doSAC-1D LOT NUMBER BLOCK NUMBER SUBDIVISION NAME NEAREST ROAD, S ,/V / *#e. rj- E PLAN 1. D. NUMBER TYPE OF BUILDING OR USE SERVED Q O" J 1 or 2 Family Number of Bedrooms: ' ❑ ublic (Specify): THIS PERMIT IS FOR A: ❑ New System ❑ Tank Replacement ❑ Repair J Replacement Soil Absorption System ❑ Revision F-1 Privy ❑ Alternate System C7 Reconnection ❑ Petition for Modification IF THIS IS A CONVENTIONAL SYSTEM COMPLETE THIS BLOCK. Seepage Bed ❑ Seepage Trench EJ r' Seepage Pit ❑ Holding Tank System-In-Fill ❑ In-Ground Pressure ❑ Vault Privy ❑ Pit Privy ❑ Existing, For Which A Previous Permit Is On File, Permit # El An Existing System That Has Been Inspected And Is Compliant As Far As Soil Conditions. Issued Total of Prefab. Site Gallons Tanks Concrete Constructed Steel Fiberglass Plastic Septic Tank Capacity Lift Pump Tank/Siphon Chamber Holding Tank capacity Manufacturer: _e D e / IF THIS IS AN ALTERNATIVE SYSTEM COMPLETE THIS BLOCK: ❑ Mound i - ~Olf ❑ In-Ground Pressure Total #of Prefab. Site Gallons Tanks Concrete Constructed Steel Fiberglass Plastic Septic lank Capacity Lift Pump/Siphon Chamber Manufacturer: PERCOLATION RATE ABSORPTION AREA ABSORPTION EQ (Minutes per inch): AREA WATER SUPPLY: E UIRED (Square Feet): PROP ED (Square Feet): d Private ❑ Joint ❑ Public 1, the undersigned, hereby assume responsibility for installation of the private sewage system shown on the attached plans. Name of Plumber (PrintSignature: ,2 /MPRSW No.: Phone Num er; Plumber's Address: 3oa ( 7/3, >3~' 2 & ~ 3 $ Name of Designer: H COUNTY/DEPARTMENT USE ONLY Signature of Issuing Agent: C~ , ✓/~~~J ~ / p❑ Disapproved ~i / t✓ ytJ G~'Clltr(J~fi Date: / ~ ~ ~ ~ d b ❑ Owner Given Initial Reason for Disapproval: Approved Adverse Determination Alternate course(s) of Action Available: DILHR-SBO-6398 (R. 5/82) DISTRIBUTION: Original to County, One Copy To; Bureau of Plumbing, Owner, Plumber Wisconsin Department of Safety and Professional Services Division of Industry Services SOIL EVALUATION REPORT Page I of 3 in accordance with SPS 383, Wis. Adm. Code County ST. CROIX Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and Paroel I.D. 030 - 2028 - 70 - 000 percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all inforn►ation. Reviewed by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location JAMES & BETH REIDENBACH(Buyer: Justin Gertsner) Govt. Lot 4 1/4 1/4 S 22 T 30 N R 20 EE((or)W Property Owner's Mailing Address Lot # Block # Subd;Name:or CSM# 355 Miller Road 6 V6, PG 1766 City State Zip Code Phone Number ity Village own Nearest Road Hudson, WI 54016 ( ) Hilltop Ridge New Construction LlseE] Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD El Replacement Public or commercial - Describe: Parent material sandy outwash Flood Plain elevation if applicable luA ft. i° General comments Mound System 0.50 ft. sand fill 0.5 loading rate OR below grade Elien GSF sand filter units. and recommendations: Boring # Boring Q Pit Ground surface elev. 99.05 ft. Depth to limiting factor 49 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 1 0-12 fill 2 12-24 7.5YR3/3 Ifs p ds cs I of--m 0.5 1.0 3 24-37 7.5YR3/4 - Ifs Imsbk ds cs lvf-co 0.5 1.0 4 37-49 7.5YR3/4 fs Os dI ci lvf-m 0.5 1.0 49- lsbr/till F 2 Boring # Boring ❑ 98.15 55 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 'Eff#2 1 0-11 till 2 11-14 7.5YR2.5/2 sl If-msbk ds Cs Ivf-co 0.4 0.7 3 14-23 7.5YR2.5/3 Ifs Imsbk ds cs Ivf-co 0.5 1.0 4 23-43 7.5YR3/3 Ifs lm-csbk ds cs lvf-m 0.5 1.0 5 43-55 7.5YR4/4 Ifs Osg ds 0.5 1.0 55- lsbr/boulders, packets of s/gr. ` Effluent #1 = BOD > 30 < 220 mg/L and TSS >30-< 150 mg/L ' Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Si re CST Number MARY JO HUPPERT Hollister's Soil "Cestin &Design) C7vr' J `mil 224832 Address Date Evaluat Conducted Telephone Number 28497 King Arthur's Court, Danbury, WI 54830 11 - 02 & 15 - 2016 715-821-1440 SBD-8330 (R07/ 13) Property Owner Reidenbach, James(Buyer: Gertsner) Parcel ID # 030 - 2028 - 70 - 000 Page 2 of 3 F3- Boring # Boring El Pit Ground surface elev. 100.55 ft. Depth to limiting factor 66 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft? in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0-3 7.5YR2.5/2 Its 2fsbk mvfr cs 2vf-co 0.5 1.0 2 3-43 7.5YR2.5/3 Ifs Ifsbk ds cs lvf-co 0.5 1.0 3 43-66 7.5YR4/4 Ifs Osg dl cs Ivf-f 0.5 1.0 4 66-69 7.5YR4/4 17 f 7.5YR4/6 Ifs Om ds 0.5 1.0 4 1 Boring # H Boring 102.50 - 50 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 'Eff#2 1 0-5 7.5YR2.5/3 sl 2fsbk mvfr - 0.6 1.0 2 5-10 7.5y 3/3 Ifs I fabk ds 0.5 1.0 3 10-28 5YR4/4 Ifs 1 fsbk ds 0.5 1.0 4 28-34 5YR4/4 Ifs Osg dl 0.5 1.0 5 3948 5YR4/4 Ifs Os dl 0.5 1.0 6 48-50 5YR4/4 sl Om dsh 0.2 0.6 1 a Boring # Boring 100.95 45 Lj 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 'Eff#2 1 0-10 7.5YR3/3 sl 2fsbk mvfr 0.6 1.0 2 10-28 7.5YR3/4 _ fls 1 fsbk ds 0.5 1.0 3 28-34 7.5YR3/4 fs Os dl 0.5 1.0 4 34-45 7.5YR3/4 fls Os dl 0.5 1.0 5 45-48 10YR4/6 t3p5YR4/4&7.5YR6/3 s Osg ml 0.7 1.6 ' Effluent #1 = SODS > 30 < 220 mg/- and TSS >30 < 150 mg/L ' Effluent #2 = BODS < 30 mg/L and TSS < 30 mg/L M-8330(110713) R Plot Plan LAs{N~ sE= ,vMu, ~~ST ff` Page 3of3 Property fawner,, s B&Ttf ~O-V jacnj~c J-tsT(r~ 1"=-50fx Legal Description Ga4, u+ 14txr b as,n nq, (cwept where noted) R eo ti), -~yAlnl _ t~s~ PN~ G7 = Backhoe pit S+ eRa~~C P O u.,yTY LAS i s c_O:V S i l~ z ~o- zoz~- 7e- COD 3 North : SD A REs ® i~ N~~~-tom? ~~o~ ab ~Ngfc," Seks VJE- t- h10KtN r R8. S' 1 .7A So r AT EYM" I o W r h .ti . c➢ . lf1 ~p?Q.r✓ k AvsA: o r ADt)IT-IONAL SETBACK 10',ly_.,_ i ~3 -Y'-`•?!^. i? L L"s SCN, X10 1 Fo9zctM A 1 A) Site Location: elp / i Plot Plan For, page 3of3 Property Owner J,, F-5 -i p,-70 C.- K V atn; RACt+ -BtqsK Legal Description &a,4• u+ y SLOT 6 j i-7t ~ (except where noted) xe . ZZ} R 20 W, A i A AI ,p - - C--P+, G7 = Packhoe pit . cFzoVC r4_ogAg w\ sc_ o N s t = tf vbje t AA:~, f' 6 ~u) - zoz - >0- o©a W A cR~s North oa ~NS~~+~ 6o4S ~t1` NOKT44 PAL >~a ~ ,B7-5, i~ •tov ovsPiw~!? _70•A6 . j r ''t f ~B 00 AT LAT;q 1 Z I o W t T ~tssu~A.~4~ ` 1 h~ , t i a3 J 't aW Q v -tr 5" 0 , z t (~f .7 •i 1. 5~ E. n ~NM~IQ .JLB/•~ Alp St" - AbDITIONA SETBACK 10,./ ' - - - - - - - _ - gQu~"rt Wooi55 /cl~q t ~ OS f Fof ~ nA A i A) • t f r , Site Location: f, The High Capacity * b "RATOR' Infiltrator Chamber H-20 `1`•1 t o- r i3 ( f 31 :1 o'. I gyp,'! W +aFyy M ti: 'en , '00, low IPA The High Capacity Infiltrator Chamber H-20 offers maximum internal volume per linear foot for extra temporary storage capacity. The 10" louvered i? K r- sidewalls facilitate infiltration and evapotransporation, while •w reducing fines in the system. The High Capacity H-20 chamber gets an H-20 load rating with 18" of compacted cover when installed per installation requirements. ' a a~ F ' ,,'amber Benefit, • More temporary storage capacity • Maximum internal volume per linear foot I~ • Easy assembly and installation with as few as two people, s a backhoe and a pickup truck • Inspection port option for easy access to leachfield L, with no site disruption • OVERALL REDUCED COST , A Ayw k Ca?sti?d and ProL ;,M .:o3`L than One Nwstalled: • Infiltrator is the number-one septic leachfield chamber system in the onsite industry. • More than one million systems installed, with over ~ra 27 million units in-ground in all 50 states and 24 countries.' • Infiltrator's established history of performance and reliability began in 1987. ' • Field surveys show that Infiltrator chambers systems are more resistant to hydraulic failure than stone and pipe systems. • Infiltrator is ISO 9001:2000 certified IApIMp and is IAPMO and UPC approved. E W20 Load Ratin APPROVED in with 1.811 of Compacted Cover, HIGH CAPACITY INFILTRATOR H-20 CHAMBER TYPICAL CROSS SECTION r # t ' PAVEMENT WELL-GRADED GRANULAR BACKFILL, COMPACTED GEOGRID (ISI 14,000 OR TENSAR BX1100) TO 95% OF THE STANDARD PROCTOR DENSITY. GEOGRID MUST EXTEND 5' BEYOND THE BACKFILL SHALL CONTAIN NO MORE THAN 10 THE FOOTPRINT OF THE CHAMBERS 4 OZ. FILTER FABRIC % FINES PASSING THE #200 SIEVE. \\/\\\/\*~i~~ ; C'(i `xl.t~j,.i -t a-'"~ ~ji:► t.'` J'.v~?i~^yr''~1:~' ~j 12„ 18„ _ 96" 5' MIN. MIN. MAX. 1 - 2" WASHED, CRUSHED STONE \ 1 (TYP.) INFILTRATOR HIGH CAPACITY H-20 CHAMBER (TYP.) COMPACT BASE TO A MINIMUM OF 96% OF THE STANDARD PROCTOR DENSITY Chamber End View INFILTRATOR WATER TECHNOLOGIES STANDARD LIMITED WARRANTY (a) The structural integrity of each chamber, endcap and other accessory manufactured by - - 34" Infiltrator ("Units', when installed and operated in a leachfield of an onsite septic system in accordance with Infiltrator's instructions, is warranted to the original purchaser ("Holder") against defective materials and workmanship for one year from the date that the septic permit is issued for POSILockTM End Plate the septic system containing the Units; provided, however, that if a septic permit is not required by applicable law, the warranty period will begin upon the date that installation of the septic system commences. To exercise its warranty rights, Holder must notify Infiltrator in writing at its Corporate r\ Headquarters in Old Saybrook, Connecticut within fifteen (15) days of the alleged defect. Infiltrator will supply replacement Units for Units determined by Infiltrator to be covered 0 O by this Limited Warranty. Infiltrator's liability specifically excludes the cost of removal and/or / p p~ O installation of the Units. 0 CO) o (b)THE LIMITED WARRANTY AND REMEDIES IN SUBPARAGRAPH (a) ARE EXCLUSIVE. THERE ARE NO OTHER WARRANTIES WITH RESPECT TO THE UNITS, INCLUDING NO 01 Oo @ IMPLIED WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE ® o ~_'O) o o CQ) (c) This Limited Warranty shall be void if any part of the chamber system is manufactured by anyone other than Infiltrator. The Limited Warranty does not extend to incidental, consequential, special or indirect damages. Infiltrator shall not be liable for penalties or liquidated damages, including loss of production and profits, labor and materials, overhead costs, or other losses or expenses incurred by the Holder or any third party. Specifically excluded from Limited Warranty Size 34"W X 75"L x 16"Fi coverage are damage to the Units due to ordinary wear and tear, alteration, accident, misuse, abuse or neglect of the Units; the Units being subjected to vehicle traffic or other conditions which Storage Capacity 110 14.3 ft3 are not permitted by the installation instructions; failure to maintain the minimum ground covers gal/ set forth in the installation instructions; the placement of improper materials imo the system containing the Units; failure of the Units or the septic system due to improper siting or improper Weight 38 lbS sizing, excessive water usage, improper grease disposal, or improper operation; or any other event not caused by Infiltrator. This Limited Warranty shall be void if the Holder fails to comply Louvered Sidewall 10" with all of the terms set forth in this Limited Warranty. Further, in no event shall Infiltrator be Height responsible for any loss or damage to the Holder, the Units, or any third parry resulting from installation or shipment, or from any product liability claims of Holder or any third party. For this Limited Warranty to apply, the Units must be installed in accordance with all ste conditions required by state and local odes; all other applicable laws; and Infiftrator's installation instructions. (d) No representative of Infiltrator has the authority to change or extend this Limited Warranty. No warranty applies to any party other than the original Holder. The above represents the Standard Limited Warranty offered by Infiltrator. A limited number of 4 Business Park Road states and counties have different warranty requirements. Any purchaser of Units should contact P.O. Box 768 Old Saybrook, C7 06475 Infiltrator's Corporate Headquarters in Old Saybrook, Connecticut, prior to such purchase, to e . 860-577-7000 ` Fax 860-577-7001 obtain a copy of the applicable warranty, and should carefully read that warranty prior to the 1-800 221-4436 purchase of Units. www.infiltratorwater.com U.S. Patents: 4,759,661; 5,017,041; 5,156,488; 5,336,017; 5,401,116; 5,401,459; 5,511,903; 5,716,163; 5,588,778; 5,639,844 Canadian Patents: 1,329,959; 2,004,564 Other patents pending. Infiltrator, Equalizer, Quick4, and SideWinder are registered trademarks of Infiltrator Water Technologies. Infiltrator is a registered trademark in France. Infiltrator Water Technologies is a registered trademark in Mexico. Contour, MicroLeaching, PolyTuff, ChamberSpacer, MUItiPort, PosiLock, QuickCut, QuickPlay, SnapLock and StraightLock are trademarks of Infiltrator Water Technologies. PolyLok is a trademark of PolyLok, Inc. TUF-TITE is a registered trademark of TUF-TITE, INC. Ultra-Rib is a trademark of IPEX Inc. 0 2013 Infiltrator Water Technologies, LLC. All rights reserved. Printed in U.S.A. C55 07131SI 1.40 1 1 J O m oO C)o w 'm vi M- ,-i fA z= v I r o~o_ o ~ f O.M ;j 0 -p C) Q -DV 3NC1 D~ m m rri z9 m D 9 10 OX 1 ;a \D~ m w z o -nDi I C -I m cn CR D omzo X co la > m a D z o S 3NC~ pis u \ a ~o 'ZOO r! d~ m Z X 2t r \ - 'S m coA v 10 rn \ h7'% 0 00 IWO a ti e o a~ 3T z~m o M> -7m> n o a c7. S p :O vcn m a C Cn C i'ft o -i m mp > AA~ C+ tDn+~L1 m_--l g.- _m f~\ _ e 0 -n m 2 Si :c C) v' 1 0 ~ y f r'' r r 3 Q q 1 } NOTE : f Q ' X , ~r y 3 4 € € }z } { € THE CLOSEST A~LOWABL STRUCTURE 1NOULD3 BE 40' FRbM ST. CROIX COUNTY AND/OR THE WI DNR MAY CHOOSE TO /31 a 7 BEGINNING OF 12% SLOPE BUT STILL MUST MEET O 6 F r7` h € € E~€ yqt € { ' ESTABLISH A SITE SPECIFIC OHWM THAT I5 DIFFERENT FROM t 41 , ! THE ACCEPTED 680.0. IF THE OHWM WERE TO MOVE UPHILL, THEN OH O t € ?t J }tr f E I , PEkFORMANGE STANDARDS OF ST: CRpfX COUNTY LAND S , THE VIEWING POINT 250' AWAY WOULD MOVE TO THE EAST AND m4 / I ~5E ORDINANCE. THE SETBACK FROM THE 12 % SLOPE WILL RESULT IN A SLIGHTLY HIGHER STURUCTURE HEIGHT. J~ • t j < r ' f + DEPEND UPON THE. HEIGHT OF THE STRUCTURE TO BE O m" + + BUILT, SEE CR965 SECTIONS FORALLOWABLE HEIGHTS. VO~~ P r{ ' ) ~~{+r i / • 40 MINIMUM SETBACK r /SEE ~NOTE REGARDING oc I F , 1 f , 5ETBACK WATER'S EDGE 06-16-2016 f f( r f r r w~. i, 1 I ( C B GOAD + 9 50 14 + APPROXIMATE OHWM 680.0) NORTH t / V+0 2+~0 3+Oq A ;SOUTH€ 250'' : } \ 9+001 9 -5 1 P l ~CONTOUR - - !i NOTE: r s ` , LINES DEPICT STRUCTURE HEIGHT FROM WABLE-BUILD -NG QNVELOPIE DEPE DING ON PROPOSEDIB ILDING AND GRADI G3 "i -t;`I a~ k f^'- EXISTING THE BLUFFL NOULDNAOL HE PROTRUDE HT OF PLAN. BECAUSE OF THE VARIABLES INVOLVED, I I (r ( i ( i STRUCTURE WOULD DEPEND UPON SITE GRADING i IS NOT POSSIBLE TO SHOW AN EXACT BUILDING AREA UN=A7WECCf1V=C7MEM7N0'MATT5 AND MAX HEIGHT ALLOWED BY ST. CROIX_ COUNTY. 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