Loading...
HomeMy WebLinkAbout010-1050-10-150 r O O a o o° a M 0 I o I N O N tl I ~ I M M M I M N ) i C Z U c o L ° LL c O O v M i Ii ¢ ~ I ~ ~ M I c U) I (D i e) d m N F- 0 z O N Cl z ~ i', O C N H N E y O E O N ~ C N O O 00 • ; LO w O Z Z o o N N zo M r N O N !0 N A 2 °0 v m lu a m G a E ,_U a ° E H H FN- ai Z M > i w z 0 0 o a •N ~ I ~ a a a a in o vii t n n -j M rn rn z !~~j m U ~i N O n r-~ N N N N °1 O = E M O 7 O n N N N O ~ N 0 9 d Q U) c6 06 G O O_ O ci N C R~+S m C r V N O d E O O M COl G O O H Y N C CL C -O IL C) N N N V L M a E m E co C O C N_ M M 40. Lo C'R Ci O N O ~ N 00 H C (U O O M E N O u3i O E c0 U • O N W N O z z L g • am:~ L: a `N CD o i 3 o A 0 G. 2 0 U) 0 Parcel 010-1050-10-150 05/20/2011 03:44 PM PAGE 1 OF 1 Alt. Parcel M 21.30.16.306B-10 010 - TOWN OF EMERALD Current ❑X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type # of Units 03/09/2004 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner O - MAGSAM, KERRY D & DARLA J KERRY D & DARLA J MAGSAM 1457 230TH ST EMERALD WI 54013 Districts: SC = School SP = Special Property Address(es): Primary Type Dist # Description ' 1457 230TH ST SC 2198 SCH DIST GLENWOOD CITY SP 8020 UPPER WILLOW REHAB DIST SP 1700 WITC Legal Description: Acres: 18.410 Plat: 3333-CSM 12-3333 010-97 SEC 21 T30N R16W PT SW NW BEING LOT 1 Block/Condo Bldg: LOT 3 CSM 12/3333 NKA CSM 18-4712 LOT 3 (18.41 Tract(s): (Sec-Twn-Rng 401/4 1601/4) AC) 21-30N-16W SW NW Notes: Parcel History: Date Doc # Vol/Page Type 03/09/2004 756210 18/4712 CSM 09/11/1997 1263/425 WD 07/23/1997 1165/111 LC 07/23/1997 764/593 2011 SUMMARY Bill Fair Market Value: Assessed with: Use Value Assessment Valuations: Last Changed: 05/07/2008 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 5.000 30,000 221,900 251,900 NO AGRICULTURAL G4 8.000 1,200 0 1,200 NO UNDEVELOPED G5 5.410 5,500 0 5,500 NO Totals for 2011: General Property 18.410 36,700 221,900 258,600 Woodland 0.000 0 0 Totals for 2010: General Property 18.410 36,700 221,900 258,600 Woodland 0.000 0 0 Lottery Credit: Claim Count: 1 Certification Date: 09/27/2005 Batch 05-19 Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 c APR-26 756210 r VOL 18 PAGE 4712 - j REGISTER OF DEEDS ST. CROIX CO. NI RECEIVED FOR hECORD 03/09/2004 02:30PH CERTIFIED SURVEY HAP COPY FEE: CERTIFIED SURVEY MAP PAGES: 2 LOCATED IN PART OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 21, TOWNSHIP 30 NORTH, RANGE 16 WEST, TOWN OF EMERALD, ST. CROIX COUNTY, WISCONSIN INCLUDING LOTI OF C.S.M. AS RECORDED IN V. 12 P. 3333 LEGEND Prepared for and at the request of. Drafted by: Bradley Canaday 09 County Section Corner Monument of record Owners: 0 1" IRON PIPE FOUND Delwin Magsam Kerry and Darla Magsam O 1 "x 24" iron pipe weighing a minimum of 1.13 The Sawworks 230th Street pounds per lineal foot, set 950 N. Knowles Avenue New Richmond, Wisconsin 54017 New Richmond, Wisconsin 54017 LOT 1 GRAPHIC SCALE APPftoV'ED c_s.M_._ 200 pMn1i,UZwmgsr4~Comae _V.15_ P_4048 SCALE IN FEET: I INCH =200 FEET MAR 0 9 2004 / S 87°40'04'E 681.03' N 1-N.LINE OF SWI/4-NWI/4 ~ T 2 Mawo`t~ ""so co ALUM. CAP ORAClEY d. LOT 4 ON 2 IP CANAOAY NW CORNER TOTAL AREA F SECTION 21 iy(G! 12.30 ACRES _ 3 I.. 0 N 0 \ 535937 SQ.FT. N I < „t O AREA EXCLUDING R/W m x~ qN0 SURJ~ O 12.24 ACRES 3 ~-f W Z 533328 SQ.FT. N O" co M y~ C.S.M. V,15 P 3582 OD v7~ o~ I. - - - - - - W _ - 40.68 i S. LINE LOT 2 BUILDING SETBACK LINE M zl O 777 z _ I /S 87038'32"E 680.98` ' a1 I Ld M J1 f I i 640.30' CI t~ 38.37 -N_.LINE LOT I UP f S 87°38'32E 1361.94 3 (P ~ -7i--- --tom' z JI i 100 I O Z 1 Iti 1W _LOT_1_ JOT O ~13~ C.S.M. V 12 P 3333 TAL3 REA v' 3i 'J' 18.41 ACRES M zI WELL 801921 SQ. FT. to U') a W W SEPTIC AREA EXCLUDING R/W CD N In U3 1 N z 31 y \ HOUSE 1 f 18.03 ACRES Z Ia Z w 785409 SQ.FT. 0 re) ~Z r-1 GARAGE EAST-WEST QUARTER SECTION LINE W i` 1` 17.75 I~~IRON PIPE FOUND l 1344.10 it - CD i~ -SECTION21 N 87036'59"W 1361.85' 7 i U_fIPr.ATTEp ~.AIyQS Bearings are referenced to the West line of the Northwest Quarter Section 21, Township 30 North, Range 16 West, which is assumed to bear North 0 degrees 00 minutes 34 seconds West. Prepared by: Note: Each parcel shown on this map is subject to State, County, and BRADLEY CANADAY SURVEYING Township laws, rules, and regulations (i.e. wetlands, minimum 6976 26th Street Court North lot size, access to parcel, etc.). Before purchasing or developing Oakdale, MN 55128 any parcel, contact the St. Croix County Zoning Office and the Phone No. (651) 779- 6435 Town Board ofEmerald. O Sheet 1 of 2 sheets Vol 18 Page 4712 ' STC - 104 AS BUILT SANITARY SYSTEM REPORT Sl ~ r.:e1n Jr OWNER F;FlrE ADDRESS cam: ~l F ~f -1/0 17 SUBDIVISION / CSM# 741W J Al'-70 LOT SECTION _T .30 N-RZgW>, Town of ~yl Pet ST. CROIX COUNTY, WISCONSIN PLAN VIEW SHOW EVERYTHING WITHIN 100 FEET OF SYSTEM 2, 1 U ` INDICATE NORTH ARROW c O Provide setback and elevation information on reverse of this form. Provide 2 dimensions to center of septic tank manhole cover. 1 f BENCHMARK: ALTERNATE BM: <~J►~r.- All" 1~~s43` SEPTIC TANK / PUMP CHAMBER / HOLDING TANK INFORMATION Manufacturer: &)LE tae Liquid Capacity: 4006c Setback from: Well House? Other Pump: Manufacturer zle,& Modelff_/f/"_Size { Float seperation Gallons/cycle: PAX Alarm Location SOIL ABSORPTION SYSTEM Width: Length Number of trenches Distance & Direction to nearest prop. line: Setback from: well: House 1:4yI Other ELEVATIONS Building Sewer/__ ST Inlet 7- ST outlet 9 PC inlet PC bottom ::2,,_5 / Pump Off 6 y Header/Mani fold j 7C1 Bottom of system Existing Grade__Zf)/.- ;?O Final grade 1,~2 / DATE OF INSTALLATION : l :2 l ` J PLUMBER ON JOB: LICENSE NUMBER: 3J~, INSPECTOR: 3/93:jt i Wisconsin Department of Industry, PRIVATE SEWAGE SYSTEM County: 'l'abor ancfHuman Relations INSPECTION REPORT ST. CROIX Safety and Buildings Division (ATTACH TO PERMIT) Sanitary Permit No.: GENERAL INFORMATION 299048 Permit Holder's Name: ❑ City ❑ Village Town of: State Plan ID No.: / 2 MAGSAM, KERRY EMERALD CST BM lev.: , Insp. BM Elev.: BM Description: Parcel Tax No.: / , &V P6- 010-1050-10-100 TANK INFORMATION ELEVATION DATA A9700365 ~p TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic 60w X/S la,~~ Benchmark 9 oz~~ /~~.lG Dosing 02 1 AeratioFr- Bldg. Sewer H St/V Inlet TANK SETBACK INFORMATION St/ V Outlet Vent TANK TO P/ L WELL BLDG. Air Ito ntake ROAD Dt Inlet Air Septic NA Dt Bottom , Dosing NA er/Man. vi -A 14 Aeration NA Dist. Pipe Holdin Bot. System 0~ 11 ' PUMP /SHMTNlNFORMATION Final Grade Manufacturer Demand s,T Model Number GPM e, C7.[E Ce- I TDH Lift Friction System TDH Ft Ir H 3 Forcemain Length Did. Dist. To Well SOIL ABSORPTION SYSTEM BED/TRENCH Width Length No. Of Trenches T No. Of Pits Inside Dia. Liquid Depth DIMENSIONS IMEN 1 N SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHIN CHA R UNIT ER Model Number: INFORMATION Type O O System: OR DISTRIBUTION SYSTEM Header / Manifold Distribution Pipe(s) x Hole Size 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.) LOCATION: EMERALD 21.30.16,SW,NW 1457 230TH STREET LOT 1 a~ Plan revision required? ❑ Yes ❑ No Use other side for additional information. SBD-6710 (R 05/91) Date Inspector's Signature Cert. No. ADDITIONAL COMMENTS AND SKETCH ' SANITARY PERMIT NUMBER: Safety and Buildings Division Vhs~onsin SANITARY PERMIT APPLICATION 201 E. Washington Ave. P.O. Box 7969 Department of Commerce In accord with ILHR 83.05, Wis. Adm. Code Madison, WI 53707-7969 • Attach complete plans (to the county copy only) for the system, on paper not less county than 8112 x 11 inches in size. • See reverse side for instructions for completing this application State Sanitary Permit Number a ??ad The information you provide may be used by other government agency programs ❑ Check if revision to previous application [Privacy Law, s. 15.04 (1) (m)]. State Plan I.D. Number 1. APPLICATION INFORMATION - PLEASE PRINT ALL INF RMATION Property 0 ner Name Property Location Sole CL S/~/17 kl 114 W 1/4, S ;2 / T N, R E (o Property Ow r'S ailing A ress Lot Number Block Number ~.S City State Zip Code Phone Number Subdivision Name or CSIVI NtLrnb rd / .33 3Z 11. TYPEOF BUILDING: (check one) ❑ State Owned 0 !t / n -Nea es Public 1 or 2 Family Dwelling - No. of bedrooms -3 own of JF ✓YI~5 P_ a !Gr in III. BUILDING USE: (If building type is public, check all that apply) Parcel Tax Number(s) 046 --lost 0 /,0,0 1 ❑ Apartment /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 12 ❑ Service Station/ Car Wash 5 ❑ Hotel/ Motel 9 ❑ Office/Factory 13 ❑ Other: specify IV. TYPE OF PERMIT: (Check only one box on line A. Check box on line B, if applicable) A) 1 ew 2. E] Replacement 3. ❑ Replacement of 4. E] Reconnection of 5. E] Repair of an . V4 System System Tank Only Existing System Existing System B) ❑ A Sanitary Permit was previously issued. Permit Number Date Issued V. TYPE OF SYSTEM: (Check only one) Non-Pressurized Distribution Pre;Zund ed Distribution Experimental Other 11 ❑ Seepage Bed 21 30 ❑ Specify Type 41 ❑ Holding Tank 12 ❑ Seepage Trench 22 ❑ In-Ground Pressure 42 ❑ Pit Privy 13 ❑ Seepage Pit 43 ❑ 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 r-v Required (sq. ft.) Proposed (sq. ft.) (GaIs/dc~y/sq. ft.) (Min./inch) Elevation 3 S /Ollp' Feet /O~YW eet VII. TANK Cap city Total # of r Prefab. Site Fiber- Exper. INFORMATION Gallons Tanks Manufacturers Name Concrete Con- Steel glass Plastic App New Existing structed Tanks Tanks Septic Tank or Holding Tank B~ f Lift Pump Tank /Siphon Chamber r~ VIII. RESPONSIBILITY STATEMENT I, the undersigned, assume responsibility for installation of the onsite sewage system shown on the attached plans. Plumber's Name: (Print) Plumber' Signature: (No St mps) MP/MPRSW No.: Business Phone Number: Plumber's Ac ess (Street, City, State, Zip Code): IX. COUNTY / DEPARTMENT USE ONLY ❑ Disapproved Sanitary Permit Fee (Includes Groundwater ate Issued ping Agent Signature (No Stamps) X Approved surcharge Fee) ❑ Owner Given Initial p'0 /l Adverse Determination ~ b X. CONDITIONS OF APPROVAL / REASONS FOR DISAPPROVAL: SBD-6398 (R 1 tom) DISTRIBUTION: Original to county. One copy To: Safety & Buildings Division, Owner, Plumber _ - 1 INSTRUCTIONS 1- A sanitary permit is valid for two (2) years. 2. Your sanitary permit may be renewed before the expiration date, and at a 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 and Buildings Division, 608-266-3151. To be complete and accurate this sanitary permit application must include: L 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 on 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 for numbers 1 through 7. VII. Tank information. Fill in the capacity of every new/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 1/2 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. 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 contamination investigations and establishment of standards. SAFETY & BUILDINGS DIVISION N 201 E. Washington Avenue P.O. Box 7969 VAsconsin Madison, Wisconsin 53707 Department of Commerce Tommy G. Thompson, Governor William J. McCoshen, Secretary August 29, 1997 201 East Washington Avenue P. 0. Box 7969 Madison WI 53707 ULBRICHT & ASSOCIATES ROBERT ULBRICHT 655 O'NEILL ROAD HUDSON WI 54016 RE: PLAN S97-02809 FEE RECEIVED: 180.00 MAGSAM, KERRY SW, NW, 21, 30,16W TOWN OF EMERALD COUNTY OF ST CROIX MOUND SYSTEM The Department has reviewed the above-referenced submittal. Conditional approval is hereby granted for the system plan submittal. All noted items must be corrected. The review and approval of the system is based on chapter 145, Wisconsin Statutes, and chapters Comm 83 and 84, Wisconsin Administrative Code, and is contingent upon compliance with any stipulations shown on the plans. This system has not been reviewed for the code requirements set forth in chapter Comm 82 or in chapters ILHR 50-64, Wisconsin Administrative Code. This plan submittal approval will expire two years from the approval date, or if a sanitary permit is obtained, plan approval will expire on the day the initial sanitary permit expires. The licensed plumber responsible for this installation shall keep one set of plans with the Department's stamp of approval at the construction site. The installer shall notify the appropriate inspector when inspections can be made. All permits required by the city, village, township or county shall be obtained prior to installation. Inquiries should be directed to me at the number listed below. Please refer to the plan number sho above. Sin r y, a Peter E. Pagel Plan Reviewer Section of Private Sewage (608) 266-2889 5861R/ 1 SBD5524 (R.07/96) i ULBRICHT & ASSOCIATES CO. 655 O'Neil Road • Hudson, WI 54016 Reg. Designers of Engineering Systems 715-386-8185 Private Sewage Consultants 597-02809 PROJECT INDEX DILHR Plan I.D. # S97-02809 Date Aug. 29, 1997 Owner Kerry Magsam Phone 715-684-3889 Address ~ 715-246-5229 Wk. 1326 Jeanne Ct. New Richmond, Wis. 54017 Legal Description A 10 acre lot is currently being created (C. S.M. ) out of an existing 180 farm parcel. The existing tax parcel # is 010-1050-10. SW,NW, S21, T30N, R16W. Town of County Eme ra~rl St. Croix C.S.T. Gary L. Steel CSTM02298 Installer Local Authority/ Supervision St. Croix County Zonina De,rt. PROJECT DESCRIPTION C5,A 1 5& qq ll 00) • l2--- Or . 333 New construction, for a proposed 3 bedroom home. Estimated daily wasteflow: 450 gals. Soils, per CST, are slowly permiable in the upper 12 inches (.3 GPD/ft@). A long narrow trench type mound system is proposed using 12" of sand fill. Soils are seasonally saturated at2511. Highly recommended: the installer should provide a Zabel filter in the septic tank for maximum pretreatment of the effluent before it gets pumped up into the trench network. RECEIVED RECEIVED AUG 2 4 NON BUREAU OF BUILDING {~I ~1~~1!:~' RORER? W. WATER SYSTEMS Bt~ WATER ULDB 1RIC z 4 HUDSON, WI ; Pg.l PLOT PLAN VIEWS P.O.W.T.S. fly Pg.2 SYSTEM CROSS SECTIONS & SYSTEM PLAN VIEWS Co did0l" Pg.3 PIPE LATERAL LAYOUT ~p t Of ME Pg.4 DOSING CHAMBER CROSS SECTION D ~rr o D t Pg.5 PUMP PERFORMANCE SPECS __r,~coCaN N''' J77. W ~ -mod 0 i 0 \ O 4- w ~ y ~ . z r - E3 y. ~ C ~s c o 0 0 / 'to C-12 m C ca o aC-5 A~ y. m O C . FA y ® ~2 ca 2c Me -v rT Ik Y'-l #a i Z1 R! ■ • %A • • Ivt~-r o F 103.30 103. q S9"7-02809 Top F _~Z-- IKT-ERA~s y Z . To P OF R oc k /03. s ysr~M /02.8 Page Z 0f S Straw, Marsh Hay, Or Synthetic Covering /Distribution Pipe Medium Sand ' H -~G Topsoil 3 E ; n v~iFDRM ~ Slope Trench Of Z•.-2-2 Force Main Plowed O~ O Aggregate Layer Undisturbed 1) Ft. Soil E O Ft. Cross Section Of A Mound System Using F Z Ft. Trenches For The Absorption Area G Ft. A Ft. H ~•S Ft. B Qy Ft. K /o Ft. I_ Ft. J 9 Ft. Alternate Position of Force Main I Ft. W 27 Ft. L - 8 -sh-- K A r4 W Observation S Pipes 67, • M • N 3 s r09 Z/O rr o F Z PVC FORee_ MAW 3 5- ~s . S97 -02809 /,q« /4Sr Ag/E Perforated Pipe Detail Ri'6ti r Fo,~ Vi1 t v16 t::: VACu/►iI'oN - 0 End Vie- PVC End Copt \t t"~. PVC Pipe 1 . ~o~`a0 a~~e Holes Located On Bottom. Are Equally Spaced X PVC Force Main P Distribution Pipe Lost Hole Should Be Next To End Cop End Cap Distribution Pipe Layout P 7W F}. f ~Ori~4-L Vdly ~ O~ X Yo Inches T w K ga-is . Y 2.63 Inches N Hole Diameter y~ Inch Lateral ~%2.• Inch(es) Manifold 2• Inches Force Main 2- Inch.es # of holes/pipe 169 Invert Elevation of Laterals 103-3 Ft. • -Dt'5T'Ri60rrj0&1 3)150-H^ RGE RATE FOR E/4icli' L.ATeR ^L_ A/r OTiS PUMP CHAMBER CROSS SECTION AND SPECIFICATIONS P,41E of S -VEMT CAP 897-02809 4"C.I. VEMT PIPE WEATHER PROOF APPROVED LOCKIMG MAIJHOLE COVER P-5' FROM DOOR, JUUCTIOAI BOX W/ 41,,0110! 1AAF1 WIUDOW OR FRESH 12"M111. - AIR INTAKE ~J~ ~(E 1.17/0 n/ GRADE I 4° MIM. I B" N111J. I ~Qd' COIJDUIT 5.0 IV PROVIDE I IULET - AIRTIGHT SEAL I III ` I IIi APPROVED JOINTS ' 196 `/177•• APPROVED JOINT A I~1y A~K I III W/GI. PIPE W/C. I. PIPE ~n~(UM I II EXTEMI)ING 3' ZXTEMDIUG 3' .60 OI ALARM ONTO SOLID SOIL QWTO SOLID SOIL , / I 11 ~ 3 f 3'3 J I I ow I I c ELEV. FT. 1 PUMP--- use 3 OFF 1 ( ~ ~lO~f'E' eF V D N k )UP PIA) if I BLOCK ~~ItVAfioA) n~ RIStR EXIT PERMITTED OUL.9 IF TAMI( MAUUFACTURER HAS SUCH APPROVAL E ' SEPTTAIJICKS MAUUFACTURER: SPEC- IFI•CATIOIJS 3 DOSE OE4En 4~*7A'v &G/1 ''e IJUMBER OF QOSES: PER DAH TAMK SIZE: GALLOJS DOSE VOLUME 3S l p S IMCLUDIM6 BACKFLOW: GALL0~15 ALARM MAUUFACTURER: ^ MODEL HUMBER' x.11 , L • CAPACITIES: A= I7'V INCHES OR 3aa GALLONS SWITCH TYPE: ME R C y IRLy r-I O A T- B= Z INCHES OR CALLOUS PUMP MAUUFACTURER: ZDE//tF/p, C= INCHES OR GALL01J5 7V I YZ ~v}D D= IEICHES OR 2 GALLONS MODEL HUMBER. SWITCH TYPE: PtS5yf3RcK MER«Ry FIOAT- NOTE: PUMP AND ALARM ARE TO BE _GPM INSTALLED OW SEPARATE CIRCUITS MIIJIMUM DISCHARGE RATE 0,70 fiA,yk !gkcs VERTICAL DIFFEREUCE BETWEEN PUMP OFF AUD DISTRIBUTIOIJ PIPE.. FEET 2.5 FEET EAG(A., MIAIIMUM NETWORK SUPPLY PRESSURE/. . zI a FEET OF FORCE MAIN X 2 "F/ FRItTIOII FACTOR.. 5-~ FEET Z0,~^ 100 Fi TOTAL 09IJAMIC. HEAD = 1Q O "7 0 FEET ~r77 I1,1TER"AL. DIMEMSIOMS OF TAUK: LENGTIi ----;WIDTH ;LIQUID DEPTH A y HEADI S97-02809 CAPACITY 32110 105 - 95 CURVE s° 100 28 so- 26 es i I - EFFLUENT 24 80 MODEL and a 7S MODEL 189 20 ,65 DEWATER/NG x 22 70- ~ 85_ N z 18 so 55 O 16 SO MODEL 163 MODEL 1- 14 45 A~f 188 sl~ 12 40_ 137,139' IBS 1+ 35 10 MODEL 30 MODEL SEWAGE and a 25 DEWATER/NG 6 20 MODEL 15 MODEL _ 181 4 7 . Is-- MODEL 2 5 53, 55, 57, 59 0 GALLONS 10 20 30 40 So 60 70 80 90 100 110 i 24 75 LITERS 0 80 160 240 320 400 22 FLOW PER MINUTE i To 20 e 18 so- - MODEL 9 29s ss 1e Ile, x V so z: 14 43 MODEL j = 294 12 •o- J 35 MODEL F 10 293 Q 30 MODEL / + 280 s 25 MODEL e 20- 282 • 1s 10 MODEL ZAZZ O. 2 5 267, 268 - - ~ -.fK 0 3280 Old Mitts Lane GALLONN8 10 20 30 40F 50 6070 80.1 90 100 1110 120 130 140 iSb 160 170 180 190 P0. Box 16347 LouMWiM, Kentucky 40216 LITERS 0 so ISO 240 320 400 480 560 640 720 (502) 778-2731 FLOW PER MINUTE HIGH HEAD "1617' "163*" "165*„ erle (%2 HP) HP) (1 HP) (1 HP) (1 %2 HP) (2 HP) 1 dmg 9 Anlnmalir Kl--_ e... Wisconsin l3epartment of Industry, SOIL AND SITE EVALUATION REPORT Page 1 of 3 L#.-or and Human Relations Division of Safety & Buildings in accord with ILHR 83.05, Wis. Adm. Code COUNTY Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must include, but St. Croix not limited to vertical and horizontal reference point (BM), direction and % of slope, scale or PARCEL I.D. # dimensioned, north arrow, and location and distance to nearest road. 010-1050-10 APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION REVIEWED BY DATE PROPERTY OWNER: PROPERTY LOCATION Kerr Ma sam GOVT. LOT SW 1/4 NW 1/4,S 21 T 30 N,R 16 XR(or) W PROPERTY OWNER':S MAILING ADDRESS LOT # BLOCK # SUBD. NAME OR CSM # 1326 Jeanne Ct. CITY, STATE ZIP CODE PHONE NUMBER ❑C ❑VIL E ZTOWN NEAREST ROAD New Richmond WI. 54017 (715) 246-7 [x] New Construction Use [K ] Residential / Number of bedrooms 3 [ ] Addition to existing building ( ] Replacement [ ] Public or commercial describe Code derived daily flow 375 gpd Recommended design loading rate n bed, gpd/ft2 .3 trench, gpd/ft2 Absorption area required _nnP bed, ft2 375 trench, 11:2 Maximum design loading rate n2 _bed, gpd/ft2 .3 trench, gpd/ft2 Recommended infiltration surface elevation(s) 102.80 ft (as referred to site plan benchmark) Additional design / site considerations system el based on contour line of el. 101.80' Parent material glacial drift Flood plain elevation, if applicable na It S = Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK U = Unsuitable fors stem ❑ S ®U 5 ❑ U ❑ S )E] U ❑ S flu ❑ S 121 ❑ S [211 SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. Bed Trench .,....1... 1 0-8 10 r 4/3 none 1 2msbk mfr none -'iri 9fiol mfr w 1f n .3 2 8-25 10 r 4/4 Ground 3 25-48 7.5 r 4/4 none scl lcsbk mfr gw na .2 .3 elev. 101. Eat. 4 48-70 7.5 r 4/4 c2 7.5 r 5/8 scl lcsbk mfr na na .2 .3 Depth to limiting factor 25" Remarks: - Boring # 1 0-11 10 r 3 3 none 1 2msbk mfr gw 2f .5 .6 2 11-28 10 r 4/4 none sicl 2f 1 mfr gw if nD .3 3 28-46 7.5yr 4/4 none scl 2msbk mfr gw of .4 .5 Ground elev. 9 lyl , 2 .5 101.6 ft. 4 46-60 7.5 r 4 4 c 7.9-r 7.5 5/ 2msbk mfr f F Depth to limiting - factor s 'ju 461, - IX Remarks: zcprt~®" CST Name:--Please Print Gary L. Steel Phone: 715-246-6200 Address: 1554 200th. Ave., 151vw Richmond W 54001 Signature: 7ME-c Date: 6-I1-97 CST Number: m02298 1-111/ F PROPEMYOWNER Kerry Maasam SOIL DESCRIPTION REPORT Page 2.Of 3 PARCEL I.D. # 010-1050-10 Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench w 1 0-8 1 2msbk mfr cs 2f .5 .6 3<' 2 8-23 10 r 4/4 none sicl 2msbk mfr gw if .4 .5 Ground 3 23-37 7.5 r 4/4 none scl 2msbk mfr gw na .4 .5 elev. 101.8 ft. 4 37-50 7.5 r 4/4 c2 7.5 y r 4/6 scl lcsbk mf i na na . 2 .3 Depth to limiting factor Remarks: Boring # s: pg-i, „,x Ground elev. ft. Depth to limiting factor Remarks: Boring # Ground elev. ft. Depth to limiting factor Remarks: Boring # is\i:=...,•.-....v. Ground elev. ft. Depth to limiting factor Remarks: SBD-8330(8.05/92) STEEL'S SOIL SERVICE Gary L. Steel 1554 200th Ave. CSTM2298 Kerry Magsam New Richmond, WI 54017 MPRSW 3254 SWINw4 S21-T30N-x16w (715) 246-6200 town of Emerald 1"=40' BM.= top of 2" pvc pipe C el. 100' Alt. BM.= top of steel fence post C el. 105.20' Fz SX \ Gary L. Steel 6-11-97 a FILED g AUG 2 7 1997 0, XAMLEEN H. WA~LSH 564437 sterol ~G 2 1 N CERTIFIED SURVEY MAP LOCATED IN PART OF THE SOUMIWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 21, TOWNSHIP 30 NORTH, RANGE 16 WEST, TOWN OF EMERALD, ST. CROIX COUNTY, WISCONSIN Prepared for and at the request of: County Section Corner Monument of record Buyer: Owner: Derry and Darla Magsam Delwin Magsam O I "x 24" iron pipe weighing a minimum of 1.13 The Sawworks The Sawworks pounds per linear foot, set. 950 N. Knowles Ave. 950 N. Knowles Ave. New Richmond, WI 54017 New Richmond, WI 54017 GRAPHIC SCALE NW CORNER 0 100 200 SECTION 21 _UNPLATTED_ LANDS > N 0°00 3411W 1965.25 - - SCALE IN FEET: I INCH= 100 FEET N 87038'3211W ' 680.98 0 --[40.681 30 QI 66' o 1331 331 1 1 H► 1 ~ a Qi z z -it _j zI w z wl I J ~W U0 COI LOT I z► 1 LL Q 0 1 x 2f . 1 O _1 TOTAL AREA Lo 10. 23 ACRES ro I In _ ~ 1 445801 SQ,FT. 0 O I Ln AREA EXCLUDING R.O.W. Lo M 9.80 ACRES C4 N I 426680 SQ.FT. W~ W i n'~ 00 0 a Imo I 4a O 3 N 1 ~ ®O~ O o z W CIO BRAL1t EY J. APPROVED O CANAD z z :i Z ~ ( za J ~ AR 2 7 '97 LL) ST. C :::1tii 'JC..s .i..Y r1O0' -0 Q@ON~ Zoning and 1 Pa;ks Cornmitrae It not reCO+dOd ,h177-,' EA$T- WEST OUDRTCO Crnr,....._._ I, Bradley I Canaday, registered Wisconsin Land Surveypr, hereby certify that by the direction of Kerry Magsam, I have surveyed, mapped and describe44he land parcel which is represented by this Certified Survey Map; 'that the exterior bouit iy of the land parcel surveyed and mapped is described as follows: A parcel of land located in part of the Southwest Quarter of the Northwest Quarter of V. Section 21, Township 30 North, Range 16 West, Town of Emerald, St. Vroix County, Wisconsin being further described as follows: Beginning at the Southwest corner of said Northwest Quarter of Section 21; thence along the East-West Quarter Section line South 87 degrees 36 minutes 59 seconds East 680.93 feet; thence North 0 degrees 00 minutes 14 seconds West 655.39 feet; thence North 87 degrees 38 minutes 32 seconds West 680.98 feet to the West line of the Northwest Quarter, thence along the said West line South 0 degrees 00 minutes 34 seconds East 655.09 feet to the point of beginning. Subject to 230th Street right of way over the westerly portion thereof and also subject any other easements or restrictions of record. I, also certify that this Certified Survey Map is a correct representation to scale of the exterior boundary surveyed and described, that I have fully complied with the current provisions of Chapter 236.34 of the Wisconsin Statutes and the Land Subdivision Ordinance of the County of St Croix in surveying and mapping the same. Each parcel shown on this map (plat) is subject to state and county laws, rules and regulations (i.e., wetlands, minimum lot size, access to parcel, etc.). Before purchasing or developing any parcel contact the St Croix County Zoning Office for advice. b `T' C; - 10 0 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 i°ssuance. 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 OL 1_4 ,¢d Location of property S~1/4/VIV 1/4, Section T 3 ©/~•~N---,,qqR~~~ Township Mailing address Address of site,~7 71 Subdivision name ~CZL 7 Lot no. Other homes on property? Yes 4,-No Previous owner of property w ,cJL o_ Q _Sri_ M Total size of property / . ;Z3 lAtA 4-- Total size of parcel Date parcel was created 7 Are all corners and lot lines identifiable? Yes No Is this property being developed for (spec house) ? Yes A--"-No Volume 1;9 6-3 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. 6S , 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. Si gnat re of A licant Co-Applicant Date of Signature Date of Signature STC-105 SEPTIC TANK MAINTENANCE AGREEMENT St. Croix County OWNER/BUYER MAILING ADDRESS ~S 0 I PROPERTY ADDRESS 5 ] a U v T, v~ij' ~99 (location of septic system) Please obtain from the Planning Dept. CITY/STATE A /l i ~Gt Byo~ PROPERTY LOCATION 1/4, 1/4, Section T © N-R G~ TOWN OF ST. CROIX COUNTY, WI SUBDIVISION LOT NUMBER CERTIFIED SURVEY MAPS'_4 37 VOLUME / :,--',PAGE x-33 LOT NUMBER , 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 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 their system properly maintained. The property owner agrees to submit to St. Croix Zoning a certification form, signed by the owner and by a mater 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 yeaf expiration date. SIGNED: a A DATE: St. Croix County Zoning Office Government Center 1101 Carmichael Road Hudson, WI 54016 11/93 ' 56528 VJL 96? PACE 488 c, DOCUMENT NO. AFFIDAVIT 139015TER'S OFFICE ST, CROIX CO„ WI Reo'd for Record SEP 12 1997 9:30 A M -4k Register of Deeds REMINGTON LAW OFFICES P. O. Box 177 New Richmond, WI, 54017 STATE OF WISCONSIN ) ) ss. ST. CROIX COUNTY ) Kerry D. Magsam and Darla J. Magsam, being duly sworn, states, under oath that: 1. We are the owners of the following parcel of land located in St. Croix County, Wisconsin, recorded in Volume 1263, Page 425, Document No. 565265, St. Croix County Register of Deed's Office: Lot 1 of Certified Survey Map recorded in Vol. 12 of Certified Survey Maps at page 3333 as Document 564437 2. We are building a three bedroom home with a den on said property. We hereby certify that the den shall not be used as a bedroom. We further certify that we shall not market the home as a four bedroom home at any time in the future. 3. The purpose of this affidavit is to notify the public of restriction. FURTHER AFFIANT SAYETH NOT. KERRY . MAGSAM DARLA J. GS Subs9ribed and sworn to before me this 1 _ day of _ - , 1997. Notary Public My Commission expires: 41 - G 9 THIS DOCUMENT DRAFTED BY: REMINGTON LAW OFFICES P. O. Box 177 New Richmond, WI 54017