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HomeMy WebLinkAbout040-1140-95-000 06- C O C O c ~ II m © U c Q N o ~ co w O d O co 06 S3 y N O N O I N c Z a LL o E Q LL I 3 co z tll Z C zr- v £ o z 'o a° 04 a m i f- Z 0 ~ Q O z d Z ~ I 0 m Z a fn F r N O z a) E -O Lo _v m a O (D N C _ .m 0 Q Q O w N l Z Z N Z N O C LS Cl) E N NO _ N a T CL > y d t6 m 0- (D 2'V11 to 0/ G G N O O i a O LL O O N N O Q F- F- F- a E .9 U N N Z > 0 O 0 Z O O cum aa a 0 N m a) 0) ►'i fA J V E rn } m O May ~ C Q~ i:z 'a 01 O _y r N O tT 0 U) 00 0 N N O a N d N d N cF O N Q ) N r m O (D a N N '6 y C ly O p] j Ny j r-- N 6) Lo 0 (1) L) to C O C C- A C) C) O N N L lT C N C O m to d p o 3 M - N N a r - N C r 06 O L Z °O a0 v `.rye)' r.r O N E ~V O ry N U • - 1 'r` O M i F- ~ N O ~ H ~ Cn O .jQ C~ _ L v< L V m wl, a • c cu 0 to L c of E c c 3 rw 0 a~ I O in 0 "~1 A 0 STC - 104 AS BUILT SANITARY SYSTEM REPORT C OWNER Sfeue Wah rf? u ADDRESS I~~b fit` Gs l► Dr s~ giuev Falb Y° SUBDIVISION / CSM# ~ LOT # SECTION l~T_.~y N-R_I_? W, Town of /7 hD1/ ST. CROIX COUNTY, WISCONSIN PLAN VIEW N SHOW EVERYTHING WITHIN 1.00 FEET OF SYSTEM Scat ( ~LASr~~A41~ ~ 5p?ee 'Ilk ti ~C4tS~ Sri rP wad, ~ INDICATE NORTH ARROW 47 e Provide setback and elevation information on reverse of this form. Provide 2 dimensions to center of septic tank manhole cover. BENCHMARK: C' Pew, AO , ALTERNATE BM: SEPTIC TANK / PUMP CHAMBER / HOLDING TANK INFORMATION p Manufacturer: ~)eji'er Liquid Capacity: ) ~/~1Q0 Setback from: Well House Other Pump: Manufacturer a" Model# S Size Float seperation .7 Gallons/cycle: 3 71-f I p Alarm Location 8a 5ls, :SOIL ABSORPTION SYSTEM Width: 7, Length Number of trenches Distance & Direction to nearest prop. line: Setback from: well: House3 A j Other ELEVATIONS Building Sewer ST Inlet; ST outlet PC inlet PC bottom Pump Off Header/Manifold Bottom of system Existing Grade Final grade DATE OF INSTALLATION: PLUMBER ON JOB: J~ LICENSE NUMBER: 7 d INSPECTOR: 3/93:jt Wisconsin tbepartmentof Industry, PRIVATE SEWAGE SYSTEM County: LSbor and Human Relations INSPECTION REPORT ST. CROIX Safety and Buildings Division GENERAL INFORMATION (ATTACH TO PERMIT) Sanitary Permit No-: Permit Holder's Name: ❑ City ❑ Village ❑ Town of: State MAYO 3 WUNROW STEVE & PAM X jQ 1340-95-0 CST BM Elev.: Insp. B _M BM Description: Parcel Tax o.: ia, co -Go TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark r V, 1-7 Dosing Aerati Bldg. Sewer Holdipg St/ I;K Inlet TANK SETBACK INFORMATION St/ VT Outlet a6 C/)D, x Ventto TANK TO P/ L WELL BLDG. Ai Intake ROAD Dt Inlet Y9 Septic NA Dt Bottom Dosing NA Header/Man. lays' Ate 319 Aeratio Dist. Pipe 4~7 HWir Bot. System I' PUMP/ SIPHON INFORMATION Final Grade Manufacturer Derl~arid 7, 7r, 1, Ll 1vt;., t r 4 -7 3 tGPI)ll (0 Model Number ~S (/M 1 ' Friction 166 ] System~ 7 V) I TDH Lift3.~~ Loss H . TDH ~7,~Ft A1,95 Forcemain Length/;10' Dia. Dist. To Well SOIL ABSORPTION SYSTEM BED/TRENCH Width Lengt i No. Of Trenches PIT No. Of Pits ~n ia. Liquid De DIMENSIONS ® / DIMENSIONS rer. SYSTEM TO P/ L BLDG WELL LAKE /STREAM LEAC G SETBACK C MBER INFORMATION Type O / Mode Num er. Systemic R UNIT DISTRIBUTION SYSTEM r7 M/a~nifold Distribution Pipe(s) e, x Hole //SS/ize x Hole Spacing Vent To Air Intake Length Dia. Length Dia. Spacing - ` SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only Depth Over Depth Over xx Depth Of xx Seeded/ Sodded xx Mulched Bed /Trench Center Bed /Trench Edges Topsoil ❑ Yes ❑ No ❑ Yes ❑ No COMMENTS: (Include code discrepancies, persons present, etc.) //~~Zr~ - -E f~ ct d - LOCATION: TROY 36.28.19.565B,NW,NW,LOTS BETWEEN 22 & 23, WOODRIDGE DR. v 4( 41 49 V. /3 aLa f/ 7,. 5.1:/ Plan revision required? ❑ Yes drNo Use other side for additional information. [/0 ;D-6710(R 05/91) Date Inspector's Signature , Cert. No. 1 ADDITIONAL COMMENTS AND SKETCH SANITARY PERMIT NUMBER: SANITARY PERMIT APPLICATION v'~LR COUNTY In accord with ILHR 83.05, Wis. Adm. Code St Croix STATE SAa P, M3 -Attach complete plans (to the county copy only) for the system, on paper not less than (((///111A~-rL 8% x 11 inches in size: ❑ Check if revision to previous application -See reverse side for instructions for completing this application. STATE PLAN I.D. NUMBER 1. APPLICANT INFORMATION - PLEASE PRINT ALL INFORMATION. S94 30701 PROPERTY OWNER PROPERTY LOCATION Steve & Pam Wu=ow NW Y4 NW S 36 T 28 , N, R 19 XMM W PROPERTY OWNER'S MAILING ADDRESS LOT # 109 South Falls Street Land between 22 & 23 FBLOCIK# CITY, STATE ZIP CODE PHONE NUMBER SUBDIVISION NAME OR CSM NUMBER Riv,-r Pall-- WT 54022 1015 )425-1408 Oak Ride Acres II. TYPE OF BUILDING: (Check one) ❑ State Owned NEAREST ROAD OWN OF: Woodridge Drive ❑ Public FK1 1 or 2 Fam. Dwelling-# of bedrooms 3 PARCEL TAX NUMBER(S) III. BUILDING USE: (If building type is public, check all that apply) 040-1140-95 1 ❑ Apt/Condo 2 ❑ Assembly Hall 6 ❑ Medical Facility/Nursing Home 10 ❑ Outdoor Recreational Facility 3 ❑ Campground 7 ❑ Merchandise: Sales/Repairs 11 ❑ Restaurant/Bar/Dining 4 ❑ Church/School 8 ❑ Mobile Home Park 120 Service Station/Car Wash 50 Hotel/Motel 9 ❑ Office/Factory 13 ❑ Other: Specify IV. TYPE OF PERMIT: (Check only one in line A. 'Check line B if applicable) A) 1. a New 2. ❑ Replacement 3. ❑ Replacement of 4. ❑ Reconnection of 5. ❑ Repair of an System System Tank Only Existing System Existing System B) ❑ A Sanitary Per it was previously issued. Permit Date Issued V. TYPE OF SYSTEM: (Check only one) Non-Pressurized Distribution Pressurized Distribution Experimental Other 11 ❑ Seepage Bed 21 ® Mound 30 ❑ Specify Type 41 ❑ Holding Tank 12 ❑ Seepage Trench 22 ❑ In-Ground 42 ❑ Pit Privy 13 ❑ Seepage Pit Pressure 430 Vault Privy 14 ❑ System-In-Fill VI. ABSORPTION SYSTEM INFORMATION: 1. GALLONS PER DAY 2. ABSORP. AREA 3. ABSORP. AREA 4. LOADING RATE 5. PERC. RATE 6. SYSTEM ELEV. 7. FINAL GRADE REQUIRED (sq. ft.) PROPOSED (sq. ft.) (Gals/day/sq. ft.) (Min./inch) ELEVATION 450 375 375 Feet Feet VII. TANK CAPACITY Site in allons Total # of Prefab. Fiber- Exper. INFORMATION New istin Gallons Tanks Manufacturer's Name Concrete Con- Steel glass Plastic App Tanks Tanks structed Septic Tank 1 Weiser X Lift Pump Tan 1000 1000 1 Weiser P9 F-I F-1 r7i E] Vlll. RESPONSIBILITY STATEMENT I, the undersigned, assume responsibility for installation of the onsite sewage system shown on the attached plans. Plumber's Name (Print): PI er's Signatur o Stamps) MPS.: Business Phone Number: Paul C.J. Steiner 6780 715 425-5544 Plumber's Address (Street, City, State, Zip Co e): N8230 945th Street: v Falls WI 54022 IX. COUNTY/DEPARTMENT USE ONLY ❑ Disapproved Sa ry Permit Fee (Includes Groundwater a e Issued Issuing Agent Signat pproved El Owner Given Initial Z) charge Fee) (x~nJ ~ V ~-~-Jn Adverse Determination X. CONDITIONS OF APPROVAL/REASONS FOR DISAPPROVAL: SBD-6398(R.08/93) DISTRIBUTION: Original to County, One Copy To: Safety & Buildings Division, Owner, Plumber . I INSTRUCTIONS R 1. A sanitary permit is valid for two (2) years. 2. Your sanitary permit may be renewed before the expiration date, and at the time of renewal any new criteria in the Wisconsin Administrative Code will be applicable. 3. All revisions to this permit must be approved by the permit issuing authority. 4. Changes in ownership or plumber requires a Sanitary Permit Transfer/Renewal Form (SBD 6399) to be submitted to the county prior to installation. 5. Onsite sewage systems must be properly maintained. The septic tank(s) must be pumped by a licensed pumper whenever necessary, usually every 2 to 3 years. 6. If you have questions concerning your onsite sewage system, contact your local code administrator or the State of Wisconsin, Safety & Buildings Division, 608-266-3815. To be complete and accurate this sanitary permit application must include: 1. Property owner's name and mailing address. Provide the legal description and parcel tax number(s) of where the system is to be installed. II. Type of building being served. Check only one and complete of bedrooms if 1 or 2 Family Dwelling. Ill. Building use. If building type is Public, check all appropriate boxes that apply. IV. Type of permit. Check only one in line A. Complete line B if permit is for tank replacement, reconnection, or repair. V. Type of system. Check appropriate box depending on system type. VI. Absorption system information. Provide all information requested in ##1-7. VII. Tank information. Fill in the capacity of every new and/or existing tank, list the total gallons, number of tanks and manufacturer's name. Indicate prefab or site constructed and tank material. Complete for all septic, pump/siphon and holding tanks for this system. Check experimental approval only if tanks received experimental product approval from DILHR. VIII. Responsibility statement. Installing plumber is to fill in name, license number with appropriate prefix (e.g. MP, etc.), address and phone number. Plumber must sign application form. IX. County/Department Use Only. X. County/Department Use Only. Complete plans and specifications not smaller than 8% x 11 inches must be submitted to the county. The plans must include the following: A) plot plan, drawn to scale or with complete dimensions, location of holding tank(s), septic tank(s) or other treatment tanks; building sewers; wells; water mains/water service; streams and lakes; pump or siphon tanks; distribution boxes; soil absorption systems; replacement system areas; and the location of the building served; B) horizontal and vertical elevation reference points; C) complete specifications for pumps and controls; dose volume; elevation differences; friction loss; pump performance curve; pump model and pump manufacturer; D) cross section of the soil absorption system if required by the county; E) soil test data on a 115 form; and F) all sizing information. r GROUNDWATER SURCHARGE 1983 Wisconsin Act 410 included the creation of surcharges (fees) for a number of regulated practices which can effect groundwater. The monies collected through these surcharges are used for monitoring groundwater, ground- water contamination investigations and establishment of standards. SBD-6398 (R.11/88) PA 6z ~C~ MOUND SYSTEM FOR Steve R Dam WnnrOW 109 South Falls Street River Falls, WI 54022 INDEX Page 1 of 7 ...........................Index Page 2 of 7 ...........................Calculations Page 3 of 7 ...........................Plot Plan Page 4 of 7 ...........................Lateral Layout Page 5 of 7 ...........................Cross Section Page 5 of 7.. . .......................Plan View Page 6 of 7 ...........................Pump Chamber Page 7 of 7....... GNSMSEWAGE eYSTEMPump Curve Located in the n~~ Sec. 36 wr ' y - c~ ;.t rs...9TCCdST1 Co T 28 N, R Wisconsin. DiV~2!0,,i OF SAFEFY f``,°" U,LOIN SEC ~s..•r ~ !rIEi3i i Prepared by Paul C.J. Steiner Steiner Plumbing and Electric, Inc. • N.8230 945th Street River Falls, Wisconsin 54022 Master Plumber: 6780 Date: July 27, 1994 csrAA -3L-14 S94-30"701. CALCULATIONS STEP 1: Absorption area: 150 gpd/bedroom X 3 = 450 gpd. Table 4: 450 1.2 = 375 square feet required. Use 50 ft x 7.5 ft bed Use trenches, ft wide X ft long 2 laterals; each 22 ft long., 2" manifold, 5' spacing between laterals. STEP 2: Table 5: 1'-2 diameter laterals, 4 11 diameter holes at 48 spacing between holes. STEP 3: Table 6: 6 holes/lateral, 7.02 _gpm discharge rate per lateral. 4 gpm X 7.02-= 28.08 gpm total discharge. STEP 4: Table 7: 2 " diam. manifold, inlet at renter of 4 foot long manifold. i3s~{ STEP 5: Design dose volume is J4~.9 gal/dose at a rate of 4 times per day. Min. dose volume must be at least 10 X distribution pipe volume. Table 10: 12 diam. pipe= .092 gal/ft X 88 = 8.1 X 10=_8l gal. STEP 6: Table 8: Dosing rate = 28.8 gpm. STEP 7: Table 9: Friction loss in 2 diam. force main, 140 long; 28.8 gpm= 1.38 in 100 feet. ONSITE SEWAGE LNV PION DIFFERENCE 12 FT ION LOSS 4-.-9r3 Fr 2.5 FT P .h 0EPARTIVIL't4T _ ~~Ji4ST it t t; sC8 !,t59 HUMAN RELATIONS 1 Fr TDH AND BUILDINGS DH D6vf6;0W OF SAFtiY SEE ` S ~GNC~I NEE page 2 of 7 'I PA6C ~F D Plot Plan ~or l or~i'l + S ~t'vc°. vV U 11 !'aW . , sGa~e. i 34 ~ S9 4 30701 Edsfeti. Clev 103.7 well 'IT F- bell ~E NT NiC-o"'I d Z e e i 'mac+~tit i CErti~AIij Be Surt $4rFace Wefev DoSAMC4 CDfle+c Because 6f Mau „aQ /D~ ~ns fe je ~a, ~ . I~ DO Ns~ ~,s-,~ Th;:A•~r NS1TE SEWAGE S f EM Haase Gargq e ` ~O Drive (A)av g nn Top o 1 At . 5out, ~t ,~Q E1ty• ~L~o.oc~' ~ we l., o t - 3 es Of ^ Page S94-30701 Distribution Pipe Detail For A Four Lateral Network End Cap it ate P It A Of e al PVC Force Kaln PVC Distribution Pipe P boles Equally Spaccd PVC „anifold Pipe. On 6ottow x S ~x x 2 Las6mole Should, Be Next To End Cap ITE SEWAGE SYS1 L n P__22 Ft. t y RELATIONS x--i .I nche s UEMRTI, it-vu tVi;~ta}c~ OF ~ri1=i'Y h% !).,a tL'JiiS Y~48~Inchcs Nalc Dlamatcr~ Inch SE- CCEFESONDENGE - Lateral D I ame to r 117 Inch(es) Mani fold Diameter ?Inches Force main Olameter_ 2 _ Inches I holes Per Plpe 6 Ic,i.,4 Invert Elevation Of Laterals ,0~6-.60 ft. Page CROSS SECTION 5 of Straw, Marsh Hay, Or S94-30701 Synthetic Covering1 c~1Snv,, C '3 3 1 Distribution Pipe Mbdium Sand r G Topsoll F stem Elev. 105.9 3 E ' , .J % Slopo Bad Of ~0-2-126 Force Main Plowed Aggregate From Pump Layer D 1 r_ ONSITE SEWAGE SYt1 Section Of A Mound System Using E 1 375 F T. F .8 Ff A Bed For The Absorption Area w A 7.5 Ft. H 1.5 F. , PLAN V RELATIONS tt en I~ 1 2o Ft. ii\ltl:Y l,Yiyriiii'J ~E 1'~~ 3lil.i3INU . J 8 Ft. K 10.5 Ft. LILAC L X1 I Ft. Force Main W 35.50Ft. L Observation Pipe g K W - Distribution Bed Of 2~- 2 Pipe Aggregate Observation Pipe Pion View Of Mound Using A Bed For The Absorption Area y PUMP CIIANIIFR CROSS SF.CTI01I AND SPECIFICATIONS S94-3-0701 Vent Cap T Weathar Proof Approved Locking Junction Box Manholu Cover 1211 Min CL VN Vent Pipe ' Final >•tin ' Cradc ' -77 -r Condui c'' 18" Min 18" Min pNSITE S i '11 A p p r o v e d Inlet Joints w/ • : C.I. Pipe gas Extending i a Approved. 3' onto J o i n t w/ '5 ka'^b~ o;~gs;~d R~~TIONS I, Solid Cco C.I. Pipe 011 rv . °.~fiUS'TR`~, ~ BlilLt9iNGS Extending. . DEPARTMEti D► JI5i0N OF 5A~`~Y AND . ' onto Alarm Solid. C r o u n d syDENCE i E- SEE GG~~P~ b 0 n • ,Pump . T Off -LEd: 9y, yl Concrete Block' p • ln. 3 &< Ad /a~~~~ flrr9ritg~:r VKmp C' 14r M fl,'cS k S'rArz fWF'(cVz) -r>lcP ~ r-i'tn, CtS A As. +Sr'-f S PnCIFICATI ONS TANK Purr ' Manufacturer: Weiser Manufacturer: Myers Tank Material: Concrete nodal Numb ur:~TSS4M Tank Size: _ 1,666 Callons Switch' Typo Float /E_ F1 Tocal Dynamic Ilead: 44:4-3 CANACITIFS Pump Diach4rgu Race: 284 CI 'Total Daily Effluent: 450 Callor A or `!3`► '4 Canons Numhcr of Uoucs :4 Per pc 11 2or 54.62 Callons Dose Volume:*- 135, 5y~,. Callor C • A4-39-" or _ 13-;~ q k 120 Callons No tea: 1. See pump curve for D'• 13,i7,5,'_ or 375.5 Callons additional pa rfor ma nca Total Tank inform~cion. Capncity Required 1,000.12 Cnllona 2. Pump and alarm arc CO be inatrillud on ucparace. circuit ALARM au lier 11,118. 16. 19 HAC. tlnn"f tic curer: bevel Alarm T'Z T-Aw Y ~ hoc>a I&isch 11o.ie 1 t:umbc c : n r.2- r.~:x c IS r-wi t ch Type. -Floc- page 6 of 7 500/4 - , "FdAtuids . Page 7 of 7 Pump impeller is recessed Powerful 4110 HP Motor is Rotary Shaft Seal has carbon Micro Switch (SS4 A) has per- "Tornado" type - operates oil filled for good insulation and and ceramic faces for positive manent magnet on switch arm for completely out of volute passage lubrication of bearings and seal. seal. Body is stationary, prevents activating switch. givingg full opening for flow of Overload protection built-in, has string or trash from winding ABS Plastic Operating Switch liquids and solids. no starting switch or relay on seal. (SS4 A) has steel follower molded Motor Housing is heavy cast mechanism. Switch Housing SS4 A) is into top for activating switch magnet. iron, epoxy coated. Stator is Thrust Washers and Sleeve completely sealed from sump pressed in for perfect alignment, Bearings are oil lubricated for liquid, easily removed for best heat transfer. smooth operation, long pump life. replacement if needed. Dimensions a ; ,r f r. I y I f fi~: y~~i J. it ~ l 1 ~r 4r, i r yi ah ` a , MMN Performance Curve b ' it r'Y~?~~J t 24 I - I s~Y~ ,7 - - - :t4rM x t 1 ; ,gyp 25 3S AO ; l ~,6A t tc t r ,t~. a, , iY M I Accessories Performance Table Myers offers a wide selection of accessory il0Mq'ijff150o# ith,ul " , Total feet 1 4 6 8 10 12 14 16 18 20 21 SS4 pumps: adjustable level controls,{•yiret atJmp11`0PA 6?14,04004 controls,, electrical control boxes and swi4Gl a- Head Meters 61 1.22 1.83 1.44 3.05 3.66 4.11 4.88 5.49 6.10 6.11 valves, polYethelerte and fiberglass ba$en:a ,1 Gallons Per Hour 3,600 3,600 3,450 3,300 3,150 2,900 2,550 2,250 1,800 1,300 660 H S.iY f~ SYilf. liters Per Nour 13,625 13,625 13,058 12,490 !1,923 10,916 9,652 8,516 6,813 4,921 2,498 00 0 ; Performance Capabilities ' ❑ ❑ 0 Capacities to 60 GPM 227 LPM 'F ® Heads to 24 feet 7.32 meters Pump Down Range * 4 to 4V2 inches 101.6 to 114.3 mm Solid Handling Capability 3/, inch dia. solids 19.1 mm dia. solids Liquids Handled Fresh, drainageluent waste water intermittent Liquid Temp. 150°F 66°C Motor Vio HP Electrical 1151230 V., 12.0 Amps, 14), 60 Hertz Discharge 11/z inch 38.1 mm 'Automatic Motel. (manual pump varwbla with 6waCh). Myem FE. Myers Co., Division of McNeil Corporation Ashland, OH 44805 (419) 289-1144 Telex 98.7443 Wisconsin Daparunant of Indusuy, SOIL AND SITE EVALUATION REPORT Page .1. of . t~Wr;ind Iiurnt+n Ratauons Division of s;+tory sui"ngs in accord wim ILHR 83.05. Wis. Adm. Code COUNTY St Croix Attach complete site plan on papor not lass than 81x2 x 11 inches in sizo. Plan must include, but PARCEL I O. i not limited to vertical and horizontal reference point (BM), direction and % of slope, scale or dimensionrad, north arrow, and location and distance to nearest road. REVIEWED 8Y DATA APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION PROPERTY OWNER: PROPERTY LOCAT►ON Steve & Pam Wunrow GOVT. LOT NW V4 NW Tr4,S 36T 28 N.R 19 kPAvI PROPERTY OWNERS MAILING ADDRESS LOT t BLOC r(s SU80. NAME OR CSIA ar ];L ouch Falls Street CITY, STATE 21P CODE PnONE NUMBER ? $]f 0►YN NEi,Rc$T ROAD River Falls- WT 540221715 425-1408 Troy East Part Woodridge Drive New Construction Use (xJ Residential I Number of bedrooms I Add~on to eAisung builoing (J Replacement (I Public or commercial dasaiDe Code derived daily flow 450 gpd Recommended design loading rate 1 .2 bad. gparlt? =trenen, gpQlf2 Absorption area required 375 bed, h~ uencn, ft2 hlazirnum design basing rate gpdrh uancn, gpab2 Recommended infiltration surface elevation(s) h (as referred to Sifa plan bencrtrna(k) iulditional designI site considerations Make sure water doesn't pond behind mound area _ Parent material Flood plain elevation, il appl =la It S s Suilwte for System WiVENT10wAL Iaoutio w•GROuNO PRESSURE AT•GRADC SYSTEM vi Fs.t. h060C.C IN.n U= Unsuitaole fors stem OS ®u ®S O U 0S r1u 0S ®u CIS ®u O S 131 U SOIL DESCRIPTION REPORT Da to Dominant Color MOWS Structure Grurlt= boring 0 Horizon p Texture Consistence E W=dy Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sn. Deu I Iul a. <t 1 0-15 10YR 3/2 None sil 2 m sbk mvfr as co 5j .6 1 • 2 15-26 10YR 4/3 None sil 2 m sbk Cw if .5 ~ .6 mfr Ground 3 26-44 10YR 5/4 f1f, 2.5YR 5/4 sil 1 m sbk NPl I NP 102.82 IL Depth to bruiting I;:Clor . 7611 Remarks: Boring n Y 1 0-12 10YR 3/2 None sil 2 m sbk mvfr as 2 co .5 :.6 2 # 2 12-28 10YR 4/3 None sil 3 in sbk mfr Cw 2f .5 .6 3 28-37 10YR 6/3 None sil 2 m sbk mfi Cw if .5 .6_ Ground OCY. 4 37-49 10YR 6/6 None slgr 0 m sg mvfi Cw 4 .5 100.02 It. - FN~ 5 49-62 10YR 6/4 None Rock _ Depth to Gnuting F factor 49„ Romarks: - ::"oI Nalu•:-Pluasv Pull Paul C.J. Steiner (715) 425-5544 . N8230 945th Street; river Falls 'VIZ 54022 1 0 t C. February 4►...L 'ra , 1994 30 3074 .~s . PROPERTY OVMER Steve & Pam WunrOW O I L D F. S C R I P T I O N REP OR PARC EL LD. t ' L' Depth Dominant Color Structure hwm~s Texture I;onsistanoe Bar~xy Roots B` J J~ Boring a Horaon in Munsell Du. Sz. COAL Color Gr. Si. Sn. ~Y - 3.r .6 ^A. ~m~ 2 28-36 10YR 4/2 None sil 2 m sbk mfr cw 2f -,5.. NP NP Grouna 3 36-78 10YR 5/4 f1f 2.5YR 5/4 sil 1 m sbk mfi - elev. 106. gs-lt. Depui to ng 4 ry aaati 0 6 (actor Remarks: Boring a .s Ground elev. - Depot to factor Remarks: Boring Ground 14 • Depth to Gmiling lac►or Remarks: Boring 1~7w`mnlfr.P> Ground elev. Depth to hmiung . fuclor nc.rnarks:.__.. _ Page ~ of Wisconsin Dapuunent of lnduatry, SOIL AND SITE EVALUATION REPORT Labor and Human Relauons Division of Safury & Buildings in accord with ILHR 83.05, Wis. Adm. Code FP'ACEL U St Croix _ Attach nfTY complete site plan on paper not less than 81/2 x 11 inches in size. Plan must include, but I.D. n a or A a of slope, not limited to vertical and horizontal reference point (BM), direction and / scat - dimensioned, north arrow, and location and distance to nearest road. REVIEWED BY DATE APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION _ PROPERTY OWNER: PROPERTY LOCATION GOVT. LOT NW 114 NW 114,S 36T 28 N,R 19 j ''r Steve & Pam WunroW SUED. NAME OR CSfd a PROPERTY OWNER':S MAILING ADDRESS LOT BLOCK +r u h Falls Street ~~OK?ECITY, STATE ZIP CODE PhONE NUMBER IfOWN NEARESWoodT ROAD a Drive River 54022 (719 425-1408 Troy East Part Addition to existing building I: j New Construction Use (XI Residential I Number of bedrooms I I I I Replacement I I Public or commercial describe Code derived daily flow 450 gpd Recommended design loading rate _I2 lobed, gpdiat -uench, 9P01n2_ , _ ~ Absorption area required _ 375_ bed, h2 uench, 0 Maximum design loading rate bed, gpdrft2_,____uanch. 9pdrh- Recommended infiltration surface elevation(s) It (as relerred to sru: plan bertctuttark) Additional design / site considerations make sure water doesn't pond behind mound area n Parent material Flood plain elevation, it applicable fit. r+OiD►:G 7N.n S =Suitable lof System CONVENTIONAL MOUND IN-GROUND PRESSURE AT•Gft<iDE SYSTEM IN u=Unsuitable for s stain ❑ S ®u ®S ❑ U 0S Q U Ds ®u ®u ❑S 13U SOIL DESCRIPTION REPORT Depth Dominant Color Homes structure Conss tence IBDJ=y Roots - BJfing Horizon Gt 75- 71 It- Texture Gr. Sz. Sn. # B`a l in. Munsell Du. Sz. Cont. Color ILI 41' 6.. 1 0-15 10YR 3/2 None sil 2 m sbk mvfr as c .5 -.6 1 _ •••••°2 15-26 10YR 4/3 None sil 2 m sbk mfr cw if .5 NP ~ DTP - Glound 3 26-44 10YR 5/4 f1 f 2.5YR 5/4 sit 1 m sbk J elev. 102.82 fL Di pth to - hunting 1XIUr Remarks: Boring # sit 2 m sbk mvfr as 2 c .5 •6 0-12 10YR 3/Z None f>z:;:: 2 2 12-28 10YR 4/3 None sil 3 m sbk mfr Cw 2f .5 .6 : : 3 28_37 10YR 6/3 None sil 2 m sbk mfi Cw 1f .5 s .6 ~ Ground None slgr 0 m sg mvfi Cw .4 .5 elev. 4 37-49 10YR 6/6 100.02_1110YR 6/4 None Rock NP 5 49-62 Depth to limiting factor 49" Remarks: Paul C.J. Steiner (715) 425-5544 Cif N:una:-Pld~suPant % iras: N8230 945th Street; River Falls, 4TI 5402, ' _ uuw: C f tc~;nt .r. Puy ~~..L. PROPERTYOWNER Steve & Pam Wunrow SOIL DESCRIPTION REPORT --2.. PARCEL I.D. 0 Roots G r- t ~ 'try - • structure Depth Dominant Color Momes Texture Gr. Sz. Sn. Consistence Boa-day Boring Horizon in Munsell Qu. Sz. Corn Color -2 1 2 None 1 6 3 v 2 28-36 10YR 4/2 None sil 2 m sbk mfr cw 2f s5-..... P Ground 3 36-78 1 OYR 5/4 f1 f 2.5YR 5/4 sil 1 m sbk mfi NP N - 106.90 lt. , Depth 10 Limiting laclor Remarks: Boring 0 sil 2 m sbk mvfr as 2c .5 .6 1 0-8 10YR 3 2 None - j2 8-29 10YR 4/3 None sil 2 m sbk mfr cw 1f .5_- •.6 3 29-45 10YR 5/4 f1f 2.5YR 5/4 sil 1 m sbk mfi NP NP.-. IL Ground elev. . 106.9 Depth to - - Wiling lactor 29" Remarks: Boring # Ground elev. t4 Depth to limiting - factor Remarks: Boring # Ground elev. It. Depth to lactor 3 3 5 2 3 4 CERTIFIED SURVEY MAP RICHARD FOR Part of the N9 1/4 of the NW 1/4 of Section 36, Township 28 North, Range 19 West, Town of Troy, St. Croix County, Wisconsin A,PPROYAL OF THIS ..,OR SUSDIIVISIIOC {DOES NOT MEAN A('r+tUVAL FOR SEPTI S,YSTEk* REFER TO H62.20 200.00' , S 89 ° 53' E o0 66' po O SCALE I GO' Z. 31. UJI 1.01 ,'.O 2 Ld ACRES 000 ~ Bearings based on Platted 1~. 0 bearings of Oak Ridge 0 O O CN Q Acres Addition in the L ij Town of Troy 00 N0 z p Indicates 1" x 241, iron pipe stake weighing 119 1.13 #/ft. STC-105 SEPTIC TANK MAINTENANCE AGREEMENT St. Croix County OWNER/BUYER Steve & Pam Wunrow MAILING ADDRESS 109 South Falls Street; River Falls, WI 54022 PROPERTY ADDRESS o a-- 242 YA2 to a_ n t ~r (location of septic system) Please obtain from the Planning Dept. CITY/STATE River Falls, WI 54022 PROPER LOCATION NW 1/4, NW 1/4, Section 36 T 28 N-R 19 W TOWN OF Troy ST. CROIX COUNTY, WI SUBDIVISION Oak Ridge Acres LOT NUMBER CERTIFIED SURVEY MAP , VOLUME , PAGE , LOT NUMBER Impr per use and maintenance of your septic system could result in its premature failure to handle wastes. Prop r maintenance consists of pumping out the septic tank every three years or sooner, if needed by licensed septic tank pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. St. Croix County residents may be eligible to receive a grant for a maximum of 60%. of the cost, of replacement of a failing system, which was in operation prior to July 1, 1978. St. Croix County accepted this program in August of 1980, with the requirement that owners of all new systems agree to keep theirs stem properly maintained. The roperty owner agrees to submit to St. Croix Zoning a certification form, signed by the owner and by a ma r plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on-site wastewater disposal system is in proper operating condition and (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge and scum. I/We, the undersigned have read the above requirements and agree to maintain the private sewage disposal system in accordance with the standards set forth, herein, as set by the Wisconsin DNR. Certification stating that your septic has been maintained must be completed and returned to the St. Croix County Zoning Officer within 30 days of the three year expiration date. SIGNS : .tv►~.0'Lt~ DATE: e/F 6 St. Croix County Zoning Office Government Center 1101 Carmichael Road Hudson, WI 54016 11/93 S T C 100 This application form is to be completed in full and signed by the owner(s) of the property being developed. Any inadequacies will only result in delays of the permit issuance. Should this development be intended for resale by owner/contractor, (spec house), then a second form should be retained and completed when the property is sold and submitted to this office with the appropriate deed recording. owner of property Steve & Pam Wunrow Location of property NW 1/4 NW 1/4, Section 36 ,T 28 N-R 19 W Township Troy Mailing address 109 South Falls Street River Falls, WI 54022 Address of site l S~ Y e_ Y.- Subdivision name Oak Ridge Acres Lot no. Other homes on property? Yes X No Previous owner of property Rolling Hills Development Total size of property Total size of parcel Date parcel was created Are all corners and lot lines identifiable? Yes No Is this property being developed for (spec house) ? Yes No Volume and Page Number as recorded with the Register of Deeds. INCLUDE WITH THIS APPLICATION THE FOLLOWING-. - A WARRANTY DEED which includes a DOCUMENT NUMBER, VOLUME AND PAGE NUMBER AND THE SEAL OF THE REGISTER OF DEEDS. In addition, a certified survey, if available, would be helpful so as to avoid delays of the reviewing process. If the deed description references to a Certified Survey Map, the Certified Survey Map shall also be required. PROPERTY OWNER CERTIFICATION I (we) certify that all statements on this form are true to the best of my (our) knowledge that I (we) am (are) the owner(s) of the property described in this information form, by virtue of a warranty deed recorded in the office of the County Register of Deeds as Document No. , and that I (we) presently own the proposed site for the sewage disposal system or I (we) obtained an easement, to run the above described property, for the construction of said system, and the same has been duly recorded in the office of the County Register of Deeds as Document No. - 't J 44 '1 ~ ~O 0 I-- gnature of Applicant Co-Applicant Dat o Signature Date o Signature DOCUMENT NO. STATE BAR OF WISCONSIN FORM 2-1982 THIS SPACE RESERVED FOR RECORDING DATA WARRANTY DEED REGISTER'S OFFICE Rolling Hills Development, Inc., ST. CROIX CO., VA a Wisconsin corporation Rec'dforReord AU G 1 8 1994 conveys and warrants to Steven M Wunrow and Pamela A. at 8: 30 > M Wunrow, husband and wife as survivorship ~ll,`~r~ marital property Register of Deeds RETURN TO the following described real estate in St. Croix County, I State of Wisconsin: Tax Parcel No: That Outlot described in Certified Survey Map, Volume One (1), Page 293, as Doc. No. 335234, Register of Deeds' office, St. Croix County, Wisconsin, being part of the NWk of the NWk of Section 36, T28N, R19W. Also, that land which lies immediately adjacent thereto, described as follows: A parcel of land located in the NWk of the NWk of Section 36, T28N, R19W, Town of Troy, St. Croix County, Wisconsin, described as follows: Commencing at the NW Corner of Lot 23 of the Plat of Oak Ridge Acres; thence N00°07'E 220.00' on a Northerly extension of the West line of said Lot 23, and also the West line of the Certified Survey Map recorded in Volume 1, Page 293, Document No. 335234, to the NW Corner gf said Certified Survey Map and the point of beginning; thence S89 53'E 200.00' along the North line of said Certified Survey Map; thence N00°07'E 50.00'; thence N89°53'W 200.00'; thence SOO 07'W 50.00' to the point of beginning. This parcel contains 10,000 square feet. Subject to easements of record. V < 0 i