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HomeMy WebLinkAbout022-1057-30-100 .0 0 O o! s-0 n c r a 10 . � M , . � _ CD -0 - 0 E z o #_ 0 2 7 %% 0 2 I :, o§ P. � e A (D co (D . $ K k } # k § j E g CD 3 k. ( / \� i 9 \ \ $ 7 E S CD =4 z k k k / / / ( § E c ƒ m M 2 $ 000 - § I § § \ < v 2 \ f ) CO) ■ ■ a m o C/) cr J 7 2 {CD �¢7Nif § E - o E § 8 � ( / Q § 2 { � { / @ C . � ƒ CD r � � � ( % 1 3 n/ � § e i - § __ ■ z ¢ . � \ ■ 2 § CL i � z t e \ 7 U) z � � # % £ƒ §+=rk § = - oa i qgE; c / % }/( CD c , \/ \ � [[ $ a% k /§ \ i ,� �7 u �Cc t # Ch � � i ■ g ® § _ o . ® ■ Parcel #: 022 - 1057 -30 -200 10/16/2006 05:23 PM PAGE 1 OF 1 Alt. Parcel M 20.28.18.315A -10 022 - TOWN OF KINNICKINNIC Current IX�! ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): 0 = Current Owner, C = Current Co - Owner BENJAMIN J & ABBEY L RUDOLPH 0 - RUDOLPH, BENJAMIN J & ABBEY L 1003 QUARRY RD RIVER FALLS WI 54022 - *- Districts: SC - School SP = Special Property Address(es): - Primary Type Dist # Description ` 1003 QUARRY RD SC 4893 RIVER FALLS SP 0100 CHIP VALLEY VOTECH Legal Description: Acres: 2.275 Plat: 4092 -CSM 15/4092 SEC 20 T28N R18W SW SW BEING LOT 1 CSM Block/Condo Bldg: LOT 1 15/4092 Tract(s): (Sec- Twn -Rng 401/4 1601/4) 20- 28N -18W Notes: Parcel History: Date Doc # Vol /Page Type 01/29/2004 752923 2500/004 WD 07/29/2002 685368 1935/590 EZ 09/03/1998 586417 1354/337 WD 09/03/1998 586416 1354/336 PR 2006 SUMMARY Bill #: Fair Market Value: Assessed with: 0 Valuations Last Changed: 08/10/2005 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 2.275 50,000 248,500 298,500 NO Totals for 2006: General Property 2.275 50,000 248,500 298,500 Woodland 0.000 0 0 Totals for 2005: General Property 2.275 50,000 248,500 298,500 Woodland 0.000 0 0 Lottery Credit Claim Count: 1 Certification Date: Batch M 545 Specials: User Special Code Category Amount Special Assessments S p 9 Special Charges Delinquent Charges Total p 0.00 0.00 0.00 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building'Division Sanitary Permit No: 41 404931 REPORT 404931 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: Hartleben, Alan I Kinnickinnic Township 022 - 1057 -30 -100 CST BM Elev: Insp. BM Elev: EBMDescription: .� w- TANK INFORMATION V ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic „ Q 1 r� (_ \ Benchmark/'. tOq Dosing Alt. BM (� cam. �. pa."1 Aeration Bldg. Sewer O `A 0 I Holding St/Ht Inlet l� �j 1 Q q' L TANK SETBACK INFORMATION St/Ht Outlet lj 3 �b A TANK TO P/L WELL BLDG. Vent to Air I take ROAD Dt Inlet � 1 1 I Or►tJ ; � Septic Dt Bottom Dosing Header /Man. Aeration Dist. Pipe 2- s Holding Bot. System �— 1V• to Final Grade PUMP /SIPHON INFORMATION"' / Manufacturer Demand St Cover Model Nu r � TDH Lift on Loss System Head TDH Ft Forcemaih Length Dia. Dist. to Well SOIL ABSORPTION SYSTEM BED /TRENCH Width Length Length / No. Of Trenches PIT DIMENSIONS No Of Pits_ Inside Dia Liquid Depth DIMENSIONS ( n / Lj � ��� SETBACK SYSTEM TO 7 P t BLDG IWELL LAKE /STREA LEACHING M�cmla re_ I +0 V__ INFORMATION CHAMBER ��' J— Type f System: �� C ` �� ! / Model Number: 3 ( I DISTRIBUTION SYSTEM 1 > 9-6. Ch4lkn 6e V H er/ anif tri ion (�M (f� `� x Hole Size x Hole Spacing �en;to Air Intake 9 P'p9s) n f n J ¢Y 9 —L / th Dia Len th Dia pacin �� Len SOIL C VER x Pressure Systems Only xx Mound Or At - Grade Systems Only pth r A;phJ xx Seeded /Sodded xx Mulched Bed r nch nter t Depth Over xx Depth of Bed/Trench E� Topsoil „r Yes No Yes No COMMENTS: (Include code discrepencies persons present, etc.) Inspection #1: (P / & / D Y Inspection #2: Location: 1005 Quarry Road River 1 Falls, WI 54022 (SW 1/4 SW 1/4 20 T28N RI 8W) NA Lot Parcel No: 20.28.18.315A 1.) Alt BM Description ' ° w 6 s –}C1U� CST 6 L� 2.) Bldg sewer length = - amount of cover = / Plan revision Required? ,ra Yes o / _ r Use other side for additional information. _ -- ' Date Ins Cert. No SBD -6710 (R.3/97) f J r o N o �S� p2Z - joy 3-- 30 - J0 �.2.13 18�3( s4 Safety and Buildings Division County n 201 W. Washington Ave., P.O. Box 7162 / J N visconsin Madison, WI 53707 -7162 Site Address Department of Commerce t.,�- e - u z_ *- Sanitary Permit Applicat ! io Sanitary Permit Number In accord with Comm 83.21, Wis. Adm. Code, personal info y u r � It _�� n Check if Revision may be used for second Privacy Law 5. m) / I. Application Information - Please Print All Information �� `.,,, State Plan I.D. Number Property Owner' N Parcel Num a O . U g , lt, / �flfjy Q� t__ F / 6 - , o z2 -JO - - low / Property Owner's Mailing Address - 't 7 GROV Property Location � E City, State Zip Code ne Number Lot N-mtwr Block Number Z Subdrvtsron Name CSM , G / / �� �� � / / � � ✓� +_ — Number H. Type of Building (Check all that apply.) V PIL, S te^/ O City 1-or 2 Family Dwelling - Number of Bedrooms ❑ illage ❑ Public /Commercial - Describe Use J ❑ State Owned Near o L�)3 k gut u III. Type Permit: (Check only one box on line A. Numbering is for intern e.) (Complete line B, if ap le.) A. 2 O Replacement System 3 ❑ Replacement of 6 O Addition to For County use System Tank Only Existin S stem B ' ❑Check if Sanitary Permit Previously Issued Permit Number Date Issued IV. of POWT System: (Check all that apply. Numbering is for internal use.) A,_4�6 n - Pressurized In- Ground 210 Mound 47 ❑ Sand Filter 50 ❑ Constructed Wetland 22 ❑ Pressurized In- Ground 41 ❑ Holding Tank 48 ❑ Single Pass 51 ❑ Drip Line 45 ❑ At -Grade 46 OAerobic Treatment Unit 49 ❑ Recirculating 30 13 0thery '9 it/ 01 V. Dispersal/Treatment Area Information: Design Flow (gpd) Dispersal Area Dispersal Area Soil Application Percolation Rate System Elevation Final Grade Required Proposed Rate(Gals. /Days /Sq.Ft.) (Min. /Inch) Elevation VI. Tank Info Capacity in Total Number YAanufacturer Prefab Site Steel Fiber Plastic Gallons Gallons of Tanks Concrete Constructed Glass New Existing Tanks Tanks Septic or Holding Tank Z6 Dosing Chamber VII. Responsibility Statement- I, the undersigned, 9psume responsibility for installation of the PO WTS shown on the attached plans. Plumber's Name (Print) Plumber' Si cure MP /MPRS Number Business Phone Number Pl mber's Address (Street, City, State, ' ode) VIII. Count Department Use Onl O Disapproved Sanitary Permit Fee (includes Groundwater Date Issued su' g Agent Signa a (No Stamps) ,Approved Owner Given Initial Adverse Surcharge Fee) Determination lip ` Conditions of Approval/Reasons for Di ap roval 4 51 -- 10 ✓a t- +i c t.5 At �'3 tiG (i � r ya5nt , Attach complete plans (to the County only) for the system on paper not less than 81/2 x 11 inches in size PLOT PLAN PROJECT Alan Harsteber ADDRESS 1003 Quanv Road River Falls W 54022 SW 1/4 SW 1 /4S 20 /T 28 R 18 W TOWN Kinnickinnic COUNTY ST. CROIX MPRS Shaun Bird 226900 DATE 2/25/02 BEDROOM 4 CONVENTIONAL XXX IN -GRO PRESSURE CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1260 gallons LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE •9 ABSORPTION AREA 680 # of chambers 40 IL BENCHMARK V.R.P. Top of Steel Fence Post ASSUME ELEVATION 100' Filter Zabel A -100 ❑ BOREHOLE O WELL 'H. R. P Same as Benchmark SYSTEM ELEVATION 88.7/86.8 Plans Designed Using Alt. BM Top of Steel Fence Post @ 102.7' Conventional Powts Manual Version 2.0 1320' Prop Line 0 2L—Grade Sidewinder High Capacity Leaching Chamber p� Pro 4 at System Elevatio Bedroom 3 4 House 00' 30' S B-1 Vents 50' 7350' ' —�' S' * B. M 20 0 8% Slope � B f 120 60' 2 -3' X 125' Cells with >3' Spacing B -2 Vents PLOT PLAN PROJECT Alan Harsteber ADDRESS 1003 Quanv Road River Falls Wi 54022 SW .1 SW 1 20 /T 28 R 18 w TOWN Kinnickinnic COUNTY ST. CROIX MPRS Shaun Bird 226900 , / DATE2 /25102 BEDROOM 4 CONVENTIONAL X?OC IN -GRO 6k lYH PRESSURE CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1260 gallons LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE .9 ABSORPTION AREA 680 # of chambers 40 BENCHMARK V.R.P. Top of Steel Fence Post ASSUME ELEVATION 100' Filter Zabel A -100 ❑ BOREHOLE O WELL #H Same as Benchmark SYSTEM ELEVATION 88.7/86.8 Plans Designed. Using Alt. BM Top of Steel Fence Post @ 102.7' Conventional Powts Manual Version 2.0 1320' Property Line Vent 0 > 12" Sidewinder High of Cover Capacity Leaching Chamber C� 6' Long 16 Pro 4 3 4 Grade at System Elevation Bedroom 00' 30' Vents 50' 350' —� 5' R B. M 20' 8% a Slope B-3 0 120 60' 2 -3' X 125' Cells with >3' Spacing B -2 Vents i r Wisconsin Department of Commerce SOIL EVALUATION REPORT Page of tyision of Safety and Buildings - in accordance with Comm 85, Wis. Adm. Code Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must County —5A trrD�� include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. ",j,� p Please print all information Reviewed by Date Personal information u provide may be used for seconds u (Privacy () ( )) \ 2_ yo p y secondary purposes (Priva Law, s. 15.04 1 m. Property Owner Property Location Govt. Lot _,Q 1/��/4 SZ(} Ta- N Rlf E (o w Property Owner's Mailing Add re Lot # Tblock # I Subd. Name or CSM# D a Z ) rr City State Zip Code Cl Phone Number ❑ City ❑ Village ;E5. -Town Nearest Road F'Lglu� SVNZ- ( 49 ew Construction Us€:`f�esidential / Number of bedrooms Code derived design flow rate a GPD ❑ Replacement 1.0- [ ❑/- Public or mmercial - Describe: Parent material IPc4- G Flood Plain elevation if applicable A- /4 ft. General comments S �U 7 and recommendations: ` , 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 /ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 ' 9Z ® Boring # ❑ Boring Pit Ground surface elev. ft. Depth to limiting factor _ '� in. 7 Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 - Eff#2 r ' Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 _< 150 mg /L ' Effluent #2 = BOD < 30 mg /L and TSS _< 30 mg/L CS Name (Please Pd Signature CST Number Z Z I a N J Address Date Evaluation Conducted Telephone Number SBD -8330 (R07 /00) Property Owner Parcel ID # Page of © Boring # Boring /sc�/ �' Pit Ground surface elev. � ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. 'Eff#1 'Eff#2 �- Z F-1 Boring # 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 /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 ' Effluent #1 = BOD > 30 < 220 mg /L and TSS >30 < 150 mg/L ' Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608 - 266 -3151 or TTY 608 -264 -8777. SBD -8330 (R.07 100) Soil Test Plot Plan Project Name Alan Harsteber Sha i Address 1003 Quarry Road River Falls Wi 54022 --- TM #226900 Lot ------ Subdivision -- --- -- Date 2/25/02 S W 1/4 S W 1/4S 20 T 28 N /R18 W Township Kinniddnnic F] Boring Q Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100% Top of Steel Post System Elevation 88.7/86.8 *HRPSame as Benchmark Alt. BM Top of Steel Fence Post @ 102.7' 1320' Property Line Ak Pro 4 Bedroom House 00' 75' 350' l 75' B. M 20' 8% ..� Slope 120 60' 5 ' low— B -2 91' 92' 93' Standard Erosion Control Plan for 1 & 2 Family Dwelling Construction Site§ . According to Chapters ILHR 20& 21 of the Wisconsin Uniform Dwelling Code, soil erosion control informa- tion needs to be included on the plot plan which is submitted and approved prior to the issuance of building permits for 1 & 2 family dwelling units in those jurisdictions where the soil erosion control provisions of the Uniform Dwelling Code are enforced. This Standard Erosion Control Plan is provided to assist in meeting this requirement. Instructions: 1. Complete this plan by filling in requested information, completing the site diagram and marking ( ✓) appropriate boxes on the inside of this form. 2. In completing the site diagram, give consideration to potential erosion that may occur before, during, and after grading. Water runoff patterns can change significantly as a site is reshaped. �j,'^ 3. Submit this plan at the time of building permit application. - ,��tl - � "``' CM '' � 32-(3 Site Diagram _ EROSION CONTROL PLAN LEGEND PROPERTY 4 LINE EXISTING DRAINAGE -+ TD TEMPORARY DIVERSION Q � r t FINISHED DRAINAGE / J _ _ _ LIMITS OF GRADING 7 SILT .�V ALL! fps ! FENCE r ,® STRAW )' ♦ +� BALES ?'. GRAVEL O ' VEGETATION SPECIFICATION 19 f) I �`lxc+Yj TREE n ( j PRESERVATION r PRE SOIL Please indicate north by completing the _ arrow below. kq N PROJECT LOCATION BUILDER �f7��t ✓`�� OWNER WORKSHEET COMPLETED BY �1: -444 '�� �`•�� DATE °� �� EROSION CONTROL PLAN CHECKLIST O Q7 Check (*/) appropriate boxes below, and complete the site diagram with necessary information. 1.77 QQ V o F = o Site Characteristics North arrow, scale, and site boundary. Indicate and name adjacent streets or roadways. ❑ Location of existing drainageways, streams, rivers, lakes, wetlands or wells. ❑ - ;6— Location of storm sewer inlets. Location of existing and proposed buildings and paved areas. The disturbed area on the lot. Approximate gradient and direction of slopes before grading operations. Approximate gradient and direction of slopes after final grading operations. ❑ 11 verland runoff (sheet flow) coming onto the site from adjacent areas. Erosion Control Practices ❑ Location of temporary soil storage piles. Note: Soil storage piles should be placed behind a sediment fence, a 10 foot wide vegetative strip, or should be covered with a tarp or more than 25 feet from any downslope road or drainageway. Location of access drive(s). Note: Access drive should have 2 to 3 inch aggregate stone laid at least 7 feet wide and 6 inches thick. Drives should extend from the roadway 50 feet or to the house foundation (whichever is less). ❑ Location of sediment controls (filter fabric fence, straw bale fence or 10 -foot wide vegetative strips) that will pre- 4 vent eroded soil from leaving the site. El ocation of sediment barriers around on -site storm sewer inlets. ❑ ✓ ✓✓✓✓✓ ocation of diversions. Note: Although not specifically required by code, it is recommended that concentrated flow (drainageways) be diverted (re- directed) around disturbed areas. Overland runoff (sheet flow) from adjacent areas greater than 10,000 sq. ft. should also be diverted around disturbed areas. • ocation of practices that will be applied to control erosion on steep slopes (greater than 12% grade). Note. Such practices include maintaining existing vegetation, placement of additional sediment fences, diversions, and re- vegetation by sodding or by seeding with use of erosion control mats. ❑ ocation of practices that will control erosion in areas of concentrated runoff flow. Note: Unstabilized drainageways, ditches, diversions, and inlets should be protected from erosion through use of such practices as in- channel fabric or straw bale barriers, erosion control mats, staked sod, and rock rip -rap. When used, a given in- channel barrier should not receive drainage from more than two acres of unpaved area, or one acre of paved area. In- channel practices should not be installed in perennial streams (streams with year -round flow.) ❑ Location of other planned practices not already noted. EROSION CONTROL REGULATIONS UNIFORM DWELLING CODE (DEPT. OF COMMERCE) PROJECTS AFFECTED • Straw bales, filter fabric fences or other barriers to • All new 1 and 2 family dwellings in Wisconsin started protect on -site sewer inlets on or after December 1, 1992. • Additional controls if needed for steep slopes or other • Additions to dwellings built after June 1, 1980. special conditions MAINTENANCE AND WASTE DISPOSAL APPLICATION PROCESS • Sediment controls must be maintained until the site is • Erosion control measures must be included on the plot stabilized by mulching and seeding, sodding or plan submitted with the building permit application to landscaping the local building inspector in communities where the • All building waste must be properly disposed to pre - dwelling code is enforced vent pollutants and debris from being carried off -site • Plot plan must show: — Location of the dwelling, other buildings, wells, sur- ENFORCEMENT face waters and disposal systems on the site with 'Erosion control inspections will be made during other respect to property lines regular inspections (footing and foundation, rough con- struction, final, etc.) — Direction of all slopes on the site •Violations must be corrected within 72 hours — Location and type of erosion control measures • Stop work orders may be issued for noncompliance CONTROLS REQUIRED FOR MORE INFORMATION, CONTACT • Silt fences, straw bales, or other approved perimeter • Local building inspector measures along downslope sides and side slopes • Department of Commerce, Safety and Buildings Divi- • Access drive sion, P.O. Box 7969, Madison, Wisconsin 53707, (608) 266 -2128. STORMWATER PERMIT (DNR) PROJECTS AFFECTED — Proposed erosion and storm water pollution control • Any grading or construction project that disturbs 5 practices during and after construction acres or more and is not covered by a building permit — Documentation that an erosion control and storm • Smaller sites that are part of a planned development water management plan which meets DNR standards involving 5 acres or more of land disturbance has been prepared (plan does not need to be submit- • Effective October 1, 1992 for any new or continuing ted with the application) project —Other information related to site location and per- • Exceptions: Indian tribal lands and work done by local mit holder government staff CONTROLS REQUIRED APPLICATION PROCESS • Erosion control measures specified in the Wisconsin • File a "notice of intent" application (Form #3404 -161) Construction Site Best Management Practice Handbook with the Department of Natural Resources (DNR) 14 • Measures to control storm water after construction days before construction begins FOR MORE INFORMATION, CONTACT • Application must include: • Department of Natural Resources, Storm Water Per- - Timetable for land disturbing activities and installa- mits, P. O. 7921, Madison, WI 53707 -7921, (608) tion of erosion control measures including project 266 -7078 start and completion dates LOCAL ORDINANCES Check with your county, and city, village or town for any local erosion control ordinances including shoreland zoning requirements. Except for new 1 & 2 family dwellings, local ordinances may be more strict than state regulations. They may also require erosion control on construction projects not affected by state or federal regulations. A publication of the University of Wisconsin - Extension in cooperation with the Wisconsin Department of Natural Resources and Department of Commerce, Ron Struss, Water Quality Educator, UWEX Western Area and Carolyn D. Johnson, Urban Water Quality Educator, UWEX Southeast Area. UW- Extension provides equal opportunities in employment and programming. This publication is available from county UWEX offices or from Extension Publications, 630 W. Mifflin St., Madison, WI 53706, (608) 262 -3346. Copyright 1997 by the Board of Regents of the University of Wisconsin System doing business as Cooperative Extension, University of Wisconsin - Extension. Send inquiries about copyright permission to Director, Cooperative Extension Publications, 201 Hiram Smith Hall, 1545 Observatory Drive, Madison, WI 53706. GWO001A Standard Erosion Control Plan for 1 & 2 Family Dwelling Construction Sites DNR: WT- 458-96 R -02- 97- 2M-10-0 r~ a Indicate management strategy by checking (✓) the appropriate box: c°J Qom Management Strategies ❑ 7�- Temporary stabilization of disturbed areas. Note: It is recommended that disturbed areas and soil piles left inactive for extended periods of time be stabilized by seeding (between April 1st and September 15th), or by other cover, such as tarping or mulching. Permanent stabilization of site by re- vegetation or other means as soon as possible (lawn establishment). Indicate re- vegetation method: Seeder Sod ❑ Other ❑ Expected date of permanent re- vegetation: Re-vegetation responsibility of: Builder ❑ Owner /Buye Is temporary seeding or mulching planned if site is not seeded by Sept. 15 or sodded by Nov. 15? Yes ❑ NK ❑ Use of downspout and /or sump pump outlet extensions. Note: It is recommended that flow from downspouts and sump pump outlets be routed through plastic drainage pipe to stable areas such as established sod or pavement. ❑ Trapping sediment during dewatering operations. Note: Sediment -laden discharge water from pumping operations should be ponded behind a sediment barrier until most of the sediment settles out Proper disposal of building material waste so that pollutants and debris are not carried off -site by wind or water. Z3 Maintenance of erosion control practices. • Sediment will be removed from behind sediment fences and barriers before it reaches a depth that is equal to half the barrier's height. • Breaks and gaps in sediment fences and barriers will be repaired immediately. Decomposing straw bales will be replaced (typical bale life is three months). • All sediment that moves off -site due to construction activity will be cleaned up before the end of the same workday. • All sediment that moves off -site due to storm events will be cleaned up before the end of the next workday. • Access drives will be maintained throughout construction. • All installed erosion control practices will be maintained until the disturbed areas they protect are stabilized. For more assistance on plan preparation, refer to Chapters ILHR 20 & 21 of the Wisconsin Uniform Dwelling Code, the DNR Wisconsin Construction Site Best Management Handbook, and UW— Extension publication Erosion Control for Home Builders. The Wisconsin Uniform Dwelling Code and the Wisconsin Construction Site Best Management Handbook are available through State of Wisconsin Document Sales, 608/266 -3558. Erosion Control for Home Builders (GWQ001) can be ordered through Cooperative Extension Publications, 608/262 -3346 or the Department of Commerce, 6081267-4405. Maintenance and Contingency Plan for a Septic System Maintenance Plan 1. Septic Tank is to be pumped once every 3 years. 2. Eff luent filter is to be cleaned once a year. Please note: a larger filter is being installed in order to extend the maintenance interval of the filter. 3. Once every 3 years, cells are to be inspected via the inspections pipes at the ends of the cells. 4. Owner agrees to limit greases, garbage, and water conditioner discharge into the system. 5. The owner agrees to save this plan. 6. Do not plant trees nor park nor drive over system. 7. Watershed is to be diverted away from system. 8. Discharge into system is not exceed those required as per Comm. 83 Contingency Plan 1. If system fails, determine cause of failure, use alternate area and install new system or install system at a lower elevation. 2. Replace any other failing components as needed. Plumber: Shaun Bird 715 - 246 -4516 J Y6 Y6 Shaun Bird #226900 • ST CROIX COUNTY SEPTIC "TANK MAINTE AGREEMENT AND OWNERSHIP CERTIFICATION FORM 1 Owner/Buyer �✓ YS P Mailing Address IAb 1 5 2 Pro e rty Address 0 .. P (Verification requhvd from . g Department for new construction) City /State Parcel Identification Number LEGAL DESCRIPTION Property See. U N-R W, Town of Al Subdivision . Lot # Certified Survey Map # . Volume . Page # — Warranty Deed # ---- , Volume � Page # Spec house O y Lot lines identifia711-yes O no SYSTEM MA]aVTEANCE 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. The property owner agrees to submit to St. Croix Zoning Department a certification fora., signed by the owner and by a master plumber, joumeyman plumber, testrictedplumber 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. I/we, 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 Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating t your septic s has been maintained must be completed and returned to the St. Croix County Zoning Office within 30 days the three year c 'on date. IGNATURE PLICANT DATE OWNER CERTIFICATION I (we) 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 rty dasc ' dab by virtue of a warranty deed recorded in Register of Deeds Office. �� SI OF APPLICANT DATE * * * * ** Any information that is mis- represented may result in the sanitary permit being revoked by the Zoning Department. * * * * ** ** Include with.this Application: a stamped warranty deed from the Register of Deeds office a copy of the certified survey map if reference is made in the warranty deed �_ 0 �/ qq l /� t7� • u 1� I�C177 �0L '1'�`" 4 mil`.37 I Documen Number WARRANTY DEED r REGi'S S , This Deed, made between Oscar C. Lee, Sr. a sin 9 � le T• CRGI;, %Q, , OFF►tE wr person, Granto•, and Alan J. Hartleben and Charis S. Hartleben, husband and w`e as survivorship marital SEP 0 3 1998 property, Grantees. 800 Witnesseth, That the said Grantor, for a valuable 'Rr ��,. A A� .• consideration conveys to Grantees the following described Ro 1� +•• ar a: ` real estate in St. C 'x County, State of Wisconsin: '! Recording Area Southwest Quarter of the Southwest Name and Return Address Quarter (SW� of SW4) of Section 20, Township 28 North, Range 18 West. t : (Parcel Identification Number) 4 t TRANSFER 1 1x'7 FEE This is homestead property. Together witr all and singular hereditaments and appurtenances thereunto belonging; And Oscar C. Lee, Sr. warrants that the title is good, indefeasible in fee simple and free and clear of encumbrances except easeriants, covenants, restrictions, and rights - of - way of record, if any, and will warrant and defend the same. Dated this 2 7th day of Aug• _ ;t 1998. s (r C. ee, r. AUTHENTICATION ACKNOWLEDGMENT Signature(s) STATE OF WISCONSIN Q Ft ST. CROIX COUNTY y s•' ' Personally came before me this2 7th b. 1998, the above named Lee, y authenticated this day of 1998. the person who exec)�d the fo ackn ge me. signature C. L. Liaglo type or pool name Notary Public/ Pierce County, SWe.of Wisconsin. TITLE: MEMBER STATE BAR OF WISCONSIN My commission is permanent t (if not authorized by §706.06, Wis. Stats.) their P " 1O9 IO any capacity should be typed « printed below �► THIS INSTRUMENT WAS DRAFTED BY C. L. Gaylord, Attomey at Law River Falls, WI 54072 ' (Signatures may be authenticated or ackr owledged. Both are not necessary.) ,s Information Professionals Comparry Fond cj Lac, Wisconsin 8004'.5 -2021 e NJ Im 9=1 W3 Q , °• �t11 . LA U `ti �O S L a l � _ pp u � Z1Xt -1 O eit 9 r �W WHOt: ��-- N.6f� = (S) U W �tYCA CERTIFIED SURVEY MAP Alan J. Hartleben and Charis S. Hartleben Located in the Southwest 1/4 of the Southwest 1/4 of Section 20, T 28 N, R 18 W, Town of Kinnickinnic, St. Croix County, Wisconsin NOTE- An erosion control plan will be required by the St. Croix County Zoning Office prior to any new construction on this lot. West Quarter Corner OWNERS' ADDRESS 1 4 Section 20, T 28 N, R 18 W 1003 Quarry Road ; ° (Berntsen Aluminum Monument found) River Falls, K. 54022 J Scale in Feet I"= 100' 50 25 0 50 100 150 N Beerine are referenced to the West line of the SW 114 of Section 20, assumed bearing N 00 °0077" W. UNPLAT,�ED LANDS CL S 89 0 4746" E 422.79' z 388.22' I , d - ; *well 33' 33' _100' --=� o r a IF- �� Dwelling "' - ..� LOT 1 �,l 33.09' �' 2.275 ages or 99 097 sq. ft. z Z (incl 1 = z 2.096 acme or 91,299 sq. ft. LQT 1 33 a , S ~ 1 N 12 RE$e p 33' 33.15 ''�'� R=Nw , S 86°12'52" W 378.66 > •�, 04 , 9 �333 » 11' UNP l�,-ITEp l_A_NDS I�I�Pl�4TTED .�ANQ I 8 8 4 __-- - - - - -- - I I 00000Oa�pDD � t S �on , s,,��uo oOQO �� L E GEND •. ° ' • • ' ° ° �o :3 1 o Indicates 1" x 24" Iron Pipe Set LAURENCE °• o '9 (Min. Wt -1.13 Ib s. 11in.1) g MURPHY % 3 Section Corner Monument RIVER o g Southwest Corner 0 (as noted) FALLS Section 20, T 28 N, R 18 W b 'fi;��• ° , , , • • ° ( "PK" nail found) (R =) Recorded as APPROVED ""�Dpppppg0004� ST. CROIX COUNTY Dated: March 6, 2001 Ptanninq Zoninq and Parks Committee This Instrument Drafted by Mark W. Peavey MAY 2 9 Z 0 01 SHEET 1 OF 2 Vol '15 Paqe 4092 If not recorded within 30 days of MINOR SUBDIVISION APPLICATION A r +F�rrl The submittal deadline for certified survey maps is the 4 Tuesday of the month two months prio tPthe rnon&�l t c n Mr approval by the Planning, Zoning 6 Parks Committee. COUNTY zQV - NV G Ofi� Property owner -`��'� C' f�A� >GFL�E.t� Agent (if not owner) P rtY loo wi Mailing addre Z Z- Mailing address ss _��`E�z f-a � `-� - 7 iS - 4 zS - Z 6d 7 Daytime phone Daytime phone .57' ' Surveyor G� v�zF %cf �'Y. �f u.2.���y Address �2i�E� �'."� �c,�. !�// s•'Sx -v z Z _ - z - 1 _°�7// Phone — ,-'-s - � ZS FAX ` 0 3 Property iocation r ! 1/4 Sty✓ 114 Section zU T z � N -R LO W, Town No. of lots _Total acreage of lots z • z "S'4 Size of original parcel Parcel identification no(s). ozz i0S7 - 3 0 -0 00 Zoning DistdctofParcel MAKE A SKETCH IN THE BOX SHOWING HOW THE NEW LOT(S) FIT WITHIN THE ORIGINAL PARCEL 158.7 ° S "; T ` NO N,frer •. x f T. • David & . • Juliann t.use ` L4 4r.. `io,¢arc n tl i N•1ewa4f Flaw r' ,' Cr ni• s e ,i . • & Lm Zurrb Al- 'D 9 um - Page number of the St. Croix County Soi Suur ey v 4 .,df u rA 0A M Soil type S �� o ti E Ga .x,« Y o k..�TE A - Limitations ������f E1��� /�� s� �r �-� E� ' '° certified survey map is to be submitted A "concept" for staff review. The app ticantiagen ny required revisions. Once the "concept' corrections are made, an official minor subdivision application may UNTY Planning Zoning and Parks Committee NC?TB';�NLY EEi'MPLETE SUBMUlm W" BE ACL''1=PTED� MAY 2 9 2001 SUBMITTALS MUST INCLUDE THE FOLLOWING • One (1) copy of the preliminary certified survey map If not recorded within 30 days of • Applicable fees • wnship approval (a copy of the map signed by the Town Chairman or null copy of the soil test for all proposed lots not having a residence on the lot � oii test location to be shown on individual lots) OT certification letter if the proposed lot(s) is on a state highway Road plans (if new roads are proposed) A final ma, refle e Plannning, r evisions Parks , Committee for approval. deadlines are must be submitted 10 days prior to firm presents The committee may approve, approve conditionally, or reject the certified survey map. PLANNING, ZONING & PARKS COMMITTEE ACTION Approves ✓ Rejects Conditionally approves Conditions Si 4 ee t Chairman Date _ CflTY V�� � Appiicatlon acoe)�ted and sample :- �bjkgL y.... - .-..c -^--. Map' numla�►r�;�r��--�-I FEES PAID * *County 8urvayarllwwC•a'- i:stl par last aroufloit ,,, .�- ......_• .,-,.- APP111aa #oe.Fea $'200 _ ' Road insp0don $2W -- Asrbw Mr ps�lrurpwsas -50 p•rrrnt pItldlala �±ot Erosion corOol Inspactiran fee $1 '00 Re- inspection fee - $250 Variance appUca�iSm fse $400 / l DATE PAID TOTAL FEES PAID * 'Th asp frtrs era' l!n>rn+r�at+uy at tlflaa 4 au M10111111 �� � � Revised October 2000