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HomeMy WebLinkAbout038-1010-40-100 T Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM CountSt. Croix SafeWan4,Buildings Division INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Sanita g34NO.: Personal information you provice may be used for secondary purposes [Privacy Law, 15.04 (1)(m)]. l�(e� l ygne: ❑ City 11 vtl� f I� iffiblownS ip State Plan ID No.: e rrritaHo CST BM Elev.-. �'`Li Ins . BM Elev.: BM Description: Parcel dl9 010-40-100 �.D� lco -a� Csr ls; ,* 3a- TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV_ 1 Septic p (o�D Benchmark I�,f„ /Up ,0 Dosing Z, /O q B -S Aeration Bldg. Sewer `f .0 Holding _i St /Ht Inlet 5, }Z c1q 88' TANK SETBACK INFORMATION St / Ht Outlet 57 , 1 0 q _ 70' Vent to TANK TO P/ L WELL BLDG. Air Intake ROAD Dt Inlet Septic > 1 ov' I l NA Dt Bottom Dosing ?!�' .>IE Ef ti NA Header' Man. Aeration NA Dist. Pipe - pp C&Otjj 6A Holding _ Bot. System g,C2 q5 / PUMP / SIPHON INFORMATION Final Grade Manufacturer G Demand st cover Model Number (,-t�� GPM TDH Lift Friction System TDH Ft Forcemain Length Tv r Dia. Z /, Dist. To Well SOIL ABSORPTION SYSTEM BED/TRENCH Width Length Of Trenches PIT No. Of Pits Inside Dia. Liquid Depth D IM EN I N 3 g• No. DIMENSION SYSTEM TO P/L BLDG WELL LAKE /STREAM LEACHING Manuacturer: SETBACK CHAMBER Mo a Numher: INFORMATION Type O f System: � l�� 73 r � > 5 OR UNIT 1 51 - oa. DISTRIBUTION SYSTEM t-4,6 � _ _ _T' - Header/ Manifold Distribution Pipe(s) x Hole Size x Hole Spacing Vent To Air In take Length '` " — Dia. Le ia. Spacing w 25 9 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 I ❑ Yes ❑ No ❑ Yes ❑ No COMMENTS: (Include code discrepancies, persons present, etc. inspeetion #1: to / I S/o ( Inspection #2: -4-4 Location: 2338 Huntington Drive, Star Prairie, WI 54026 (NW 1/4 SE 1/4 2 T31N R18W) - 0 3118 1.) Alt BM Description= re&,. A AA. _cl e .,r. s;[(, S) Put:* 4—*o 2.) Bldg sewer length = yF v A + . � - amount of cover= �� � r Plan revision required? es ❑ No �r t Use other side for additions orma lop. l SBD -6710 (R.3/97) _� In -�a� ctor's ignal;NS • a i I • t ��, • %p 0 os I s'+ Y_tt L ,- • 233 �N� --� �. Sanitary Permit Application Safety & Buildings Division In accord with Comm 83.21, Wis. Adm. Code 201 W. Per Washington See reverse side for instructions for completing this application ox 302 14sconsin Information 7302 [)apartment of Commerce [Privacy Information you cy Law, s. 1 de may be t}se$ for secondary purposes (Submit completed form Madison, WI 537 to county if not [Privacy L 111(1.�(m)1 state owned.) Attach complete plans (to the county copy only) for the` 6fstem,,k papfr not less than 8-1/2 x 11 inches in size. County State Sanitary P it Number C} Chcp if re ' ous applicatio State Plan 1, D. Number I. Application Information - Please Print all Information Location: Property Owner Name ., Property Location f4 /4, Sj T3/ ,N, Property net's Mailing Address �� Lot Number BlockNuetber S k1w City, State Zip Code Phone Su [vision Name or CSM umber tcA 0 �)i I Type of Building: (check one) ❑ City 1 or 2 Family Dwelling -No. of Bedrooms : ❑ Village ❑ Public/Commercial (describe use ):_ Town of ❑ State -Owned 63 d ,r Nearest Road 3' ee — — — III. pe of ermit: (Check only one box on line A. Check box on line B if applicable) A) 1. g New 2. 0 Replacement 3. 13 Replacement of 4. S. 6. 13 Addition to -- S ystem Syste Tank Only Existing System $) 13 Permit Number Issu A Permit was previously issued IV. Type of POWT System: (Check all that apply) 4, 7 7i6 ) on- pressurized In- ground ❑ Mound ❑ Sand Filter ❑ Constructed Wetlan �v ❑ Pressurized In- ground D Holding Tank 13 Single Pass 0 Drip Line 13 At-grade ❑ Aerobic Treatment Unit ❑ RecircuIating C3 Other: kp V. Dis rsal/Treatment Area Information: 1. Design Flow (god ) 2. Dispersal Area 3. Dispersal Area 4. Soil Application S. Percolation Rate 6. S ystem levation . inal Required Proposed Rate (Gals. /day /sq. ft.) (Min. /inch) Elevation 3 7 7 37� A a � SY ��- VII. Tank Capacity in Total # of Manufacturer Prefab Site Steel Fiber- Information Gallons Gallons Tanks Con- Con - glass New Existing crete structed Tanks Tanks ❑ ❑ ❑ ❑ ❑ VIII. Responsibility Statement 1, the undersigned, assume responsibility for in ion of the P WTS shown on the attached plans. y Plurnbees Name (print) um r' atut no stamps MP/MPRS No. uslness Phone Num r 6 Plumber's Address (Street, City, State, Zip ) IX. County/Department Use Only ❑ Disapproved Sanitary Permit Fee (Includes Groundwater Date.Issued ssutng Agent Signature (No stamps) Approved ❑ Owner Given Initial Adverse harge Fee) OD Determination 225. -- X. Conditions of Approval /Reasons for Disapproval: steMti ,,,; LL •A h� 3 11 � iM.tA.S t� WIU.t. "04 caTl_Aao v �p n rnnl Y `3 re '�'�''""'_"W�+� -' , PLO PLAN PROJECT `Arturo Garcia RESS 1258 Ctv Rd H New Richmond Wi 54017 NW 1/4 SE 1/4s 2 /T 31 / 1 W TOWN Star Prairie COUNTY ST. CROIX 4 BEDROOM 3 MPRS Shaun Bird 226900 DATE CONVENTIONAL )00( IN- GROUND ESSU E CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1000 Gallons LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE 1.2 ABSORPTION AREA 37 # of chambers 22 / 1) ENCHMARK V.R.P Top of Wood Corner Post ASSUME ELEVATIO i Filter Zabel A -100 BOREHOLE O WELL sH.R.P. Same as Benchmark �1 =' EM ELEVATION 95.4 lt. BM Top of Wood Fence Post C Vent Plans Designed Using Sidewinder High Conventional Powts > 12" Manual Version 2.0 of Cover Capacity Leaching Chamber 6' Long 16 }1 Grade at System Elevation Cedar Creek 3 4" >20% 75' Slope Al 125' M 5 I o 3 Bedroom Hous � 55' 5' B -1 5' 5' B -5 r 10' 2 -3' X 69' 0' Cells with >3 Spacing 8 80' Rep A B -3 1% Slope B -2 30' B -4 B -6 300' Huntington Road F PLO PLAN PROJECT Arturo Garcia RESS 1258 Ctv Rd H New Richmond Wi 54017 NW 1/4 SE 1 /4S 2 /T 31 / 1 W TOWN Star Prairie COUNTY ST. CROIX MPRS Shaun Bird 226900 DATE 4/7/01 BEDROOM 3 CONVENTIONAL XXX IN- GROUND ESSU E CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1000 Gallons LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE 1.2 ABSORPTION AREA 377 # of chambers 22 ENCHMARK V.R.P. Top of Wood Corner Post ASSUME ELEVATIO 10 Filter Zabel A -100 BOREHOLE O WELL •H,g,p, Same as Benchmark It. BM To of Wood Fence Post 10 ) TEM ELEVATION 95.4 Vent Plans Designed Using Sidewinder High Conventional Powts > 12" Capacity Leaching Manual Version 2.0 of Cover Chamber 6' Long 16„ Cedar Creek 3 4 ' Grade at System Elevation >20% 75 ' Slope Al 125' M 5 o 3 Bedroom Hous 55' 5' B -1 5' 5' B -5 10' 2 -3' X 69' 0 Cells with >3' Spacing 8 80' Rep A B -3 1% Slope B -2 30' B -4 B -6 300' Huntington Road yft cons�q Department of Commerce SOIL AND SITE EVALUATION Division o afety and Build' s Page of Bursa + u ntegrated se c in ordance with Co 8$r iis. Adm. Code r1 ty Attach comp a site p an on paper not less than S P/2x inches in siz Piariust �` . include, but not limited to: vertical and horizontal refers ce point (BM) �i on an percent pe, scale or dimensio north arrow nd t cation a d dis tco neardY.;Il�>►Q� 3L, O l Parcel -F . # d a APPLICANT INFORMATION - Please print all information. taw; Rey leweo by Date Personal information you provide may be used for secondary purposes (Privacy taw, s. 15.04(l Property Owner T Govt. Lot 1` �f C 1l4,S T 3 N,R l E (o(q Property Owner's Nfailing Address .Lot #' ;Bfo # ubd. Name or CSM# Z, <X (- I City State Zip Code Phone Number ❑City ❑ Village R Town Nearest Road New Construction Use: XResidential / Number of bedrooms Addition to existing building Replacement ❑ Public or commercial - Describe: Code derived daily flow O�o gpd Recommended design loading rate = bed, gpd/ft trench, gpd /ft Absorption area required bed, ft / .�J trench, ft 2 Maximum design loading rate _ bed, gpd /ft - O trench, gpd/ft Recommended infiltration surface elevation(s) ,2S ft (as referred to site plan benchmark) Additional design /site considerations , 59& aa AQ,lam..e Parent material 42_4� 1_11ca.9•_ltl Flood plain elevation, if applicable / �} ft S = Suitable for system Conventional ,MMouund In- Ground Pressure A / Grade System in Fill Holding Tank U = Unsuitable for system �S El XI S E] U KS 1:1 U J( S ❑ U ❑ S U ❑ S SOIL DESCRIPTION REPORT Nj Ce,� j Boren # Horizon Depth Dominant Color Mott ] jGQ�/W ,Tnch les Structure in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. g Texture Consistence Boundary Roots .; Z G J Ground '/Yr A___1X 1 j°, ,J✓/° ; v ,, L�y ft• ^ Depth to limiting + Of S Ltfl �( 7 Remarks: Boring # ... /z- 3 Ground glev ; Depth to limiting / car ,, in. Remarks: CST Name (Please Print) Signature 1 Telephone No. L' s s'�au s — csC ys Address Date CST Number /lJa z 2,c S - '5 7 0 �9U� SOIL DESCRIPTION REPORT PROPERTY OWNER Page of PARCEL I.D.# Boren # Horizon Depth Dominant Color Mottles Structure 2 9 Texture Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench /, Z- to s ©m 7 Ground d- ✓ 6 Z� /d w z / r. elev Depth to limiting factor Remarks: Boring # Ppf A44 Ground J e�lev.� ; Depth to limiting facto �in. �._ Remarks: Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench Boring # -12 / Z /5 Ground �lev. 1 6 U ft. Depth to limiting factor Sr in. Remarks: Boring # Ground G� lev. 1� , Depth to liim `TO r i Remarks: SBD -8330 (R.9198) Soil Test Plot Plan Project Name Arturo Garcia Sha i Address 1258 Cty highway H New Richmond Wi 54017 TM #226900 Lot ----- Subdivision - ------ Date 3/3/00 NW 1/4 SE 1/4S 2 T 31 N /R W Township Star Prairie Boring ()Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Top of Wood Corner Post System Elevation 95.4 *HRP Sc�� Alt. BM Top of Wood Fence Post @ 100.7' t Cedar Creek x >20% 75 Slope Alt 125' 5 55' 9� B-1 5' S' 0 80 ' Rep A B-3 1 0 A g6.y Slope Pri 9 ?• B -2 9� B 9 ' B -6 300' Huntington Road Maintenance and Contingency Plan for a Septic System Maintenance Plan 1. Septic Tank is to be pumped once every 3 years. 2. Effluent 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. Contingency Plan 1. If system fads, 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. Shaun Bird 11 j, 02 6- y S j #226900 Pa u r 7, �„� — C ��� N �un all' 373 3 �� Croix L��;,� �- •- � � � = ,3 �' � '" y � X n i Standard Erosion Control Plan for 1 & 2 Family Dwelling Construction Sites 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 f 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. &4 3. J- Submit this plan at the time of building permit application. C S ite Diagram 700 Scale: 1 = feet ! EROSION CONTROL PLAN LEGEND PROPERTY S , LINE EXISTING \ DRAINAGE TD TEMPORARY P DIVERSION P, w- 5 Q. 1 ..- FINISHED DRAINAGE j 51 N - - - LIMITS G 106 0 � SILT _ � FENCE STRAW p j �(� (� BALES `t GRAVEL VEGETATION SPECIFICATION ® TREE \ b PRESERVATION STOCKPILED SO i Please indicate north ' by completing the arrow below. r / i N- i PROJECT LOCATION d/ i _5 2— ,'� 3 / �/ / l � S6 P /ctyLc�T� BUILDER 6a t OWNER WORKSHEET COMPLETED BK - DATE '" r i EROSION CONTROL PLAN CHECKLIST g oo \w ., Check (./) appropriate boxes below, and complete the site diagram with necessary information. Q Q Site Characteristics V North arrow, scale, and site boundary. Indicate and name adjacent streets or roadways. I R ❑ Location of existing drainageways, streams, rivers, lakes, wetlands or wells. ❑ [B Location of storm sewer inlets. M Location of existing and proposed buildings and paved areas. The disturbed area on the lot. COY Approximate gradient and direction of slopes before grading operations. 4d Approximate gradient and direction of slopes after final grading operations. ❑ 4 1-10-' verland runoff (sheet flow) coming onto the site from adjacent areas. Erosion Control Practices ❑ N" 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- vent eroded soil from leaving the site. ❑ ocation of sediment barriers around on -site storm sewer inlets. ❑ Location 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. ❑ Ek Location 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. ❑ Location 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. a Indicate management strategy by checking ( ✓) the appropriate box: R q 4 Management Strategies L ❑ Tem orar stabiliz tin f r p y a o o distu bed 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: Seed vSod ❑ Other ❑ Expected date of permanent re- vegetation: ?tU e p QA r_j 4 Q , CD 4 MYO le-+' I D du i Re- vegetation responsibility of: Builder ❑ Owner /Buyer` L I temporary seeding or mulching planned if site is not seeded by Sept. 15 or sodded by Nov. 15? YesA No ❑ ❑ M Use of downspout and /or sum um outlet extensions. P PP P t 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. ❑ V 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. 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). G • All sediment that moves off -site due to construction activity will be cleaned up before the end of the same workday. I • All sediment that moves off -site due to storm events will be cleaned up before the end of the next workday. f i • Access drives will be maintained throughout construction. f • All installed erosion control practices will be maintained until the disturbed areas they protect are stabilized. i 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. f Erosion Control for Home Builders (GWO001) can be ordered through Extension Publications, 608/262 -3346 or the Department of Commerce, 608/267 -4405. 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: ENFORCEMENT — Location of the dwelling, other buildings, wells, sur- 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- sion, P.O. Box 7969, Madison, Wisconsin 53707, •Access drive (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 #3400 -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 I & 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. GW0001A Standard Erosion Control Plan for 1 & 2 Family Dwelling Construction Sites DNR: WT- 458-96 R -02- 97- 2M -10—S r ST CROIX COUNTY SIMC TANK N ArN A MI' NCE Ai.TiLEEMENT AN OWNERSHIP MTIFTCATION FORM 4wna�yw Melling Address Properly Address aZ 33 U n + r r2 (Writ cilden respired from nt for new coastrruction) aty/Stw Parcel Idmdficgtion Number S �Q i / hoperty Lion 1 /4, See. � . T,� ,,,N -�W, Town of ���► - ._- .�-� -- . Lit # - �'' - CwdW farvq Map # - /y k �� . Volume Pogo # ..���..• Wm=ty �/ J Z S Volume PaEe # Spec house 0 yn�c no Lot lines ideeatira b e yiw Q so is -" 2M2MCZ iSepRW me snd=Nh*w=*cof yaws ssptEo system *mold ranit is its Deem to f4t#Ittm to ient>dis�rustes. lroprr combos otpMmaI" Oat dw septic tank evay dames yore or sooeoes, if nodded by a Boonsed ptmgl w What you peat into Ste ayrtem cen SOW dw flmadon of dw eeptic tank as a testament stage is dw waste d1nmW sy"M TLe property owner mores to wbodt to St. Cmix Zonis o Depa raommt a boa femm► dpeed by See owner and by e =wwVhmrhw ph=&mx,nswieWplwnberoraK9=w dp= gwveaf6-1ngtbat (1)&owsheaaEswemeerd1 1 pr is in oper opw ting coredidost and/or (2) saw ittspe�on and peanpiag (if neoassary), the sepdo tank is lea dent 1/3 i & of slidg e. �, bead ss set by Ste Depsse�t of C�mmarca and t�Dep of 2 privI ResaRarCea. 9bae at C sMft *0 your sepda sm bas been maintained most be c;amptsted and a m=ad to the St. Croix County Zoning OlAee 30 days of the t>snea expintioa daft. yy SIMAn= OF APPL1CAM DATE Q� CRRT97C ON 1(we) certW that all sot nice s on this farm am tree to the best of my (0w) knowledge- I (WO) am (are) d34 oertter(e) of dle pro "I hod v% by virtue of a warcxuty deed recorded in Re &tesr of Deeds Off 10 ,� ^-�--� V o MNATUI+I� OF CANT OATS 00"" i AAR�ai3 Oepatt�' *eresM• Any ialOnt►ation that to �dmsy trawstt is the saaitery Essert being revoked by *a i •r Include olds this application: a stamrped warranty decd f am the Register of Ikeda otltcea a copy of the certified covey map if referrettce is :nS& in the wtn=Vy deed • 60CUMENT No_ WAMRAUTY DUD THIS SPACS 11ISSIUMM FOR 01146001114114 *►?A STATIC BAR OF WISCONSIN VOIN t — UN 435 � - -- - - -���� X���� -_ - -- RMISNws MICE ST. CROIX Co., W1 ............ Gerald R. Thake and Betty Thake, Reed for Reco .. WiiiIiiiid .... ii ... I a n - t ... f e n - - a - n - ai .................... ................................................. 01- ......... .............................•••................ ................................................................................................................. JUN ............................. to ...... ............. ........... i .......... a .............. if ................ 0 10:20 A wW am , to Ttur ... Ga a an M��Ky ..... ! ............... r W4.0A] i ...... ........... . .14 ... WIC o d"o ............ WkKt.tA1.-PK9P§T!;YL ............................................................ ................................................................................................................. ................................................................................................................. First Nsticrra Bai* cf Nu Richn3rd ............... I IMV CK &md St., P.O. B C ..........•...•.•....... I Uw Rb±uarl, Va 54017 4M following damibed real estate In ....................... County, auto of Wisconsin: TazParcel No: .............................. That part of the Wh of the SEk, Section 2, lying Ely of Cedar Creek and County Trunk Highway "H", EXCEPT flowage rights, and including Certified II Survey Map filed January 28, 1976, recorded in Volume ",",of Certified Survey Maps, page _21A.,,as Document No. 331302. All in 31-18. EXCEPT Lots 2 and 3 of Ce Map in Volume "l", page 214. Aso This .... i� -AQ.t .......... homestead property. (is) (is not) r--totion to warranties: Subject to easements, reservations and restrictions of record. Dated this 6th day of .................... JUAV ........................................ it ....... 8.8 --------------- * ------ * --------- *--* ...... ------------------------ ----------- * ------------------------- -(SEAL) L) • * GERALD R. TKAKE .................................................................. ......................................................... ......... c) A i i ..................................................................... (SEAL) APPROVED ST. CROIX COUNTY �O ALI) F Plarxting Zoning and Parks Committee JOHNSON JUN 16 2000 s F I e ►4ED 2 alw e e . � G24,485 JUN ( 6 is ,p�,. • ,,,u" � � If not recorded within 30 days of K 20(fQ � �O `�� approval date approval shall be A ��H. kr R ALSH JE null and void ��C�r�0 /per 3 '$4110as"tto►.� ERTIFIED SURVEY MAP ,, °��"� � Located in park of the Northwest Quarter of the Southeast Quarter and port of the Southwest Quart /17- �. Cn O) of the Southeast Quarter all in Section 2, Township 31 North, Range 18 West, Town of Star Prairie, St. Croix County, Wisconsin. PARCEL IN VOL 1501 N6I97H LINE OIL 7H£ NE 114 J Prepared for and at the request of: PAGE 344 MUST BE DEEDED 771£ SE 114 OWNER: WITH LOT 5 TO PROVIDE ACCESS Arturo Garcia TO SAID IAT 5. UNPLATIED LANDS tC 1258 C.T.H. H" U PLATTED LANDS N189 5 --j New Richmond, WI 54017 S89'48'15'W 133 Drafted by. Ty R. Dodge / - P67'# t� / / 'V LINE Or 7H£ NW 114 A jL AL 1 Olr 7HE SE 114 \'P l i i t o Lll w `` ��c( J, 1 P z z ?yo�6 P cr L O T 5: l 1 w z m 1� g uiLOiNC —1 W n N "SE79ACK ►; 0- q� , ! LINE 3 o a �iqi t't M W I I C3 wOw �l ) C�j t �� I I ° E - .il l ` U m F W ° i N��Iwt yJ ,tllc N ! 3 LLI LO mo NO TH >E Z O N < <J� 1 W((- ]�I(. < \Z •� Ul • ' ' • .... N N (` «tom � / lV ! Qf W t 3 �� �,Ila �(C U Al, A - 1 I I I Z r ¢ I < ��� ` 'b4 ,III I �") ! r IS W �cJ ,thy A. R AL $ SEE SHEET 2 OF 4 FOR ��4; J ` '� CURVE TABLE AND AND COUNTY GENERAL NOTICE t STATEMENT. SEE SHEET 3 FOR �c ( C-) DETAILS AND LOT AREAS. � J ,� AL zoo o zoo GRAPHIC SCALE SCALE IN FEET: 1 inch = 200 feet cJ Z I I C� L 9_r 2 CERTIFlEQ SURVEY MAP 1 VOLUME 4 PAGE 1130_ - 1 I I -------------------- C>�( . I _ _SO LI O 7HE N W 1/_4 OF 7 HF bLr 1/4 __� I t 1 I — — I NORTH LlN£ GE 1Hf SW 1/4 Ar IN£ S£ /4 . — _j — C / .. — . Q �• t (�i J I � .. — .. _ I FrFNR: rvc } i County Section Corner Monument of Record F A Set I" x 24" Iron Pipe weighing / a minimum of 1.13 pounds per linear foot. O Found 1" Iron Pipe ice/ f Mg �t I I I G Found 3/4" Iron Pipe o / J/ f �(�) i I ii I a R= Recorded As ��' j/ i_C� l 11 31 AL Denotes Wetland c j 727r • • . • • • •Building Setback Line ' — — - ` — f 73'3x` I I n (100' from R -O -W) /4t- cJ S88'43'48'E -f' r� I (75' from Navigable Water) , P ����' i t 'r ( �r JOB IA00047 0 �%�' � J 1 V r' • 1 Prepared by. � ,.y`t / b + I _487'5202'W A & E / 48.52' LAND SURVEYING & CIVIL ENGINEERING ,p i I Phone No. (715) 246 -4319 109 East Third Street, P.O. Box 325 New Richmond, WI 54017 Sheet I of 4 MA 72 JL1N SHEET 1 OF 4 1 VOL. 14 PACE 3878 J R PLAN PROJECT Arturo Garcia DRE S 1258 Ctv Rd H New Richmond Wi 54017 NW 1/4 SE 1 /4s 2 /T 31 W TOWN Star Prairie COUNTY ST. CROIX MPRS Shaun Bird 226900 DATE 10/18/01 BEDROOM 3 CONVENTIONAL IN -GR N RESSURE CONVENTIONAL LIFT )0(X HOLDING TANK MOUND SEPTIC TANK SIZE 1000 Gallons LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE 1.2 ABSORPTION AREA 377 # of chambers 22 BENCHMARK V.R.P. Top of Wood Corner Post ASSUME ELEVATION 100' Filter Zabel A -100 ❑ BOREHOLE O WELL *H. R. P. Same as Benchmark Alt. BM Top of Wood Fence Post @ 100 .,� YSTEM ELEVATION 95.4 Vent Plans Designed Using Sidewinder High Conventional Powts > 12" Manual Version 2.0 of Cover Capacity Leaching Chamber 6' Long 16 Cedar Creek 34 Grade at System Elevation >20% 75 Slope Al 125' M. 5' Huffcutt Combo 55' tank 20' B -1 15' ' B- Pro 3 Bedroom ' House 2 -3' X 69' 0' Cells with >3' Spacing 8 80' Rep A B - 3 1% Slope B -2 30' B -4 B -6 300' Huntington Road Na4• ut� PT ^H.K 6 PVMp CjjA 3&r. T1 N AN T ON �� III ■ .�M.I�...I.1 Y�'•M A CI VENT PIPE 12" MSN. ABOVE GRADE 6 WEATKAPROF k 21' FROM DOOR, WiNDOW OR JUNCTION BOX APPROVCD FRCS" AIR tMTAXz WITH CONDUIT MANN61*2 COVER W / PADLOCK c !'tM�s GRAD W ARNING LAIL � N N . woo.- 21" � N . M C • _. a1� . .�. D. WATCR TIGHT SEALS tIAS• i TIGHT 1 Q F141'EA A $EAST, JOIN" VITN ...1,,.. a�ta c s�.to PIK 3' bohow ON sot.so OIL s4 IL PUMP OFF ELEV. FT . - --� f O 3" APPROVED BEDDING UNDER TANK CONCRETE PAD SPECYFICIITI NS SEBTIC / DOSE -- s TANK 14ANUFACTURCR: WJMSER DOSES PE DAY: TAME ilia SEPTIC / <2 GAS.. DOSE VQLuME INCLUDING *AL. DO$E - GAL . F LOwal►C K t a �� I'4AwurACWRER s d CAPACITIES: A A INClita 0 GAL. MODCL NUMSCR s 8 x xfICNC6 , 3 0 G/►L• SWITCH TYlE: I--- -- PUMP MANUtACTUARR a C 1"CMES = r OAL. Mae CL NUMUR Y 3 D = INCMEs SWITCH TYPES REQUIRED DISCHARGZ RATE rPM P UM P 6 ALARM WRING AS PCR ILA 16.23 W►C VC1tTYCAL DYFFERENCE BETWEEN PUMP OFF AND AISTVIOUTION PIPE • • a l FELT + MINIMUM NETWORK SUPPLY PRES /-, SURE . . • . . . . . • • EET t FEET FOACEMAIN X FT /100 FT. FRIC'T28N FACTOR T DYNAMIC HM _s f� 1,r INTERNAL DXMCNSIQN ®F PUMP TANK: LEN UTA �t ID DYAMETCR LI Q .-. I RIGNED: LICENSE NUMBER �C/ b ATE: 1188 i � G 7 7— ilt ENGINEERING DETAILS SW25/33 i� Performance Datta Pump Charactelristics Am1tw )kd sls SW2541 swum? 24 1 Autaalatk Models SWUM WWI 113 HP liors+�gowel _�., 1/4 1/s ,a FoN two Amps a1.0 j 10.0 ( 11� MP !Motor T h s OW fth (4 via) I ° RP.A4, i530 � e ! Pbase D ) yia 11 i Hertz 60 0 10 20 30 10 so 00 i Operation Metvirpeiltitrl CAPACITY•U.S, CAM. j i.alpMrueuea t20�F Arvbivnt Tefai Need (fW) 4 6 8 10 12 14 16 18 20 22 24 NtA De a A 1/4 W 44 41 36 33 " 26 23 If 12 6 0 111ae�flF�Oa CMeeA a rm 1/31!1 147 48 43 40 37 34 30 26 22 ib 10 DISdNrgt 2u �. 1•i/4" KFT Sew �� Dimensional Data t Wh wits . P ower Card 1141 �'"'"""' 1" tare --• -I I. All finemaar ut wd,a P 3•,n I 1 tio*osttd• ,- -�— a>Ir� ---►� j 3. (ar,poaaal dMnr►km my I --.. varrm t o ierk 1 1. NPT 7, Nat (w Coaskrraa„ o 3 ( DISCHARGE YNM1l tetow Materials of Consthvction DAwMkatatldweltM + we appro>rtnme ---� -- ......r.. 5 tl2 S Ca/ANleniadlvNdla b. %Im"do60v moo alt k Iaake *&1 14 our E Nwerr Iloualao C 1 tan y o Ihe'r Medmakol U0 Fewer CM" /Cawk T--- Sko sea sw iodlrs AD.a) stw . %"a$ sty) . I � 11 918 lal P U . J , P 16.1/8 ON U Iaex I s•,r lewrtr Irmo 0,1T F 3 3.1/2 PU , 1.95tlRHS s1�1b11 �i OFF � a is w Ai0100► /lYIR0'r1 ltna f 444 �t„rh', Ashlar, Ohm 44803 (419) 2W3*42 x S