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HomeMy WebLinkAbout004-1015-70-000 Q N ° o a n I 0 N o' I z © ca E O a N L_ CL v N N d ~ w F. c 3 J. N N U a ° N N C Z N U N LL C O. N YO E N I C p V- N E Q .L ~O N _ M 71t C z C V O L CO 4) 4) r~ IN- Z a co 0 o z o I a, Z c z 0 F- a) M III I ~ I ~ I •N c c O m O z Z z N ° W E N I L d 4. m o c In d '7 O a) a) O I~ L o 0 o a ~ d, c°~ I Z LO CM Fy- F- F- d (.0 g O O a a a z is c in a , t!~ U rn rn ° r+•1 z L C N Or rn O O (O E N o ~q N n N U') or ti Q Y m Ai O O N y C C 04 0 C 0 O C a n' 0 0 O ~n C7 C E m rn G~ Fo'- ' w E M O O O p) N O T M N F- N v n.r V N N O N rOn co E U O O U J N O N '7 UJ v ~ E a~ Qn Y Q a a i d r r~ E L C C w 3 t A u n. m O M C) c ST. CROIX COUNTY WISCONSIN t ZONING OFFICE 1YpMpppp• lion ST. CROIX COUNTY GOVERNMENT CENTER 1101 Carmichael Road - Hudson, WI 54016-7710 (715) 386-4680 June 21, 1994 Mr. Roger Hetchler Edina Realty 700 Second Street Hudson, Wisconsin 54016 RE: Water Sample for Michael Fontaine Dear Mr. Hetchler: Enclosed is your check #21409 in the amount of $45.00 representing the fee for a water sample for the Michael Fontaine residence. We are returning this check to you per Lilly's request this date. If we can help you in the future, please do not hesitate in contacting our office. Very sincere1 , Marilyn t. Zais Administrative Secretary mz Enclosure (C(DPY ST. CROIX COUNTY f WISCONSIN ZONING OFFICE 1 t N M N N N• ~~~~f ST. CROIX COUNTY GOVERNMENT CENTER 1101 Carmichael Road r Hudson, WI 54016-7710 (715) 386-4680 SEPTIC INSPECTION / WATER TEST REQUEST FORM Please specify desired test(s) & remit appropriate fee with application. Outside water lines are often turned off during winter months, making access to the home necessary. Please make arrangements with this office to insure that entry can be gained. ❑ Water (VOC's) $185.00 ❑ Septic $50.00 Water (Nitrate & Bacteria) 45.00 ❑ Nitrate & Bacteria retest $15..000 Owner: Mttl'c e ~ Iz~'zo-c Requested by: coca ~a-Xxc Address: a-7/ Z _ Cp Address: 7oa ZIP .S -D~7 ZIPS O!6 Telephone N°: ,.-9._ Telephone ( 715) 3 8(o 0,4 3(0 FR)L-. r- Property address (Fire NO & Street) : A -71 7 50 oa- Location: ;,r Sec. 7 , T.'LS N, RAW, Town of \Ij Realty firm: Q, ff Lock Box Combo: Closing Date: 6O- 0.1-- 7 _QPJ 17 TO BE COMPLETED BY PROPERTY OWNER PROVIDE A SKETCH OF HOUSE & SEPTIC SYSTEM ON REVERSE OF THIS FORMS Water sample tap location: 1~3 c~ Is the dwelling currently occupied? Yes ❑ No If vacant, date last occupied: Age of sep c system: f~ Septic tank 1 t pumped b Date: Previous Owner' Name ( Have any of the f 1 wing been observed? ❑Y ❑N S1 drain e from house. ❑Y ❑N wage Back- into dwelling. ❑Y ❑t~( Sewage discharge ground surface or road ditch. ❑Y ON Foul odors. Other comments relative to system operation: I certify that the above information is complete and true to the best of my knowledge. f~ 'a C OWNERS SIGNATURE: ~ n~ nRX ~.~.rc~ DATE: 1/94 ST. CROIX COUNTY WISCONSIN ----`t r r e a a u a a■ .■.■e ZONING OFFICE ST. CROIX COUNTY GOVERNMENT CENTER 1101 Carmichael Road r n• Hudson, WI 54016-7710 (715) 386-4680 Violation # 96-V-31 May 23, 1996 Mr. Gordon Langer LOCATION: NW, NW,, Sec. 7, 2717 50th Ave. T28N-R15W, Tn. of Cady, Wilson, WI. 54027 St. Croix Co., WI Pcl. Tax # 004-1015-70-000 Dear Mr. Langer: The St. Croix Co. Zoning Department has determined that the septic system serving the residence at the above described location is a category I failing septic system as defined by Chapter 144.245 of the Wisconsin Statutes. This is evidenced by the discharge of sewage effluent into zones of seasonally saturated soil and to the ground surface. This system is hereby condemned as it constitutes a violation of Section 254.59 WI Statutes, s.ILHR 83.03 (2) (c) & (e) WI Adm. Code and 15.04 St. Croix Co. Ordinance. A replacement septic system must be installed and placed in service within 120 days of the date of this notice. You may be eligible for partial reimbursement of the cost of replacing your septic system through the WI. Fund Program. To qualify for the program, the house which the replacement septic system is to service must have been built and occupied before July 1, 1978 and must be your primary residence (meaning that you or a buyer of the property must personally occupy the house at least 51% of the year in which application is made). There is an income limitation for qualifying for the funding of $45,000 total household income for the year 1995. You may check this from your 1995 Wisconsin tax returns. If you filed Form 1, use the total on line 5 and if you use Form 1A, line 7 and Form WI-Z, line 1. r Should you wish to apply, please fill out the front page of the application completely, making sure to include the tax parcel number (from your property tax statements), and the Register of Deeds Document No. (from your warranty deed). Return the application along with a copy of your 1995 WISCONSIN tax returns, and the application fee of $50 to the Zoning Office. Application must be made no later than January 15, 1997. Failure to comply with this order will result in this office seeking enforcement through circuit court as allowed by Chapter 254.59 WI Statutes and/or through the issuance of a citation in the amount of $250 per day for each day the violation continues beyond the deadlines given above. This violation is noted as having occurred May 23, 1996. erely, ames K. Thompson Assistant Zoning Administrator cc: File enc. STC - 104 AS BUILT SANITARY SYSTEM REPORT OWNER Gv rcla of L n G e s Pl t /Q l/+~ ADDRESS 717 6.41 Sari 0 rV* S 7 SUBDIVISION / CSM# LOT # SECTIONT 3 V N-R A- W, Town of ST. CROIX COUNTY, WISCONSIN PLAN VIEW SHOW EVERYTHIJG WITHIN 100 FEET OF SYSTEM \`a 0kk Q~ . ~y r ~aL w t a z f.. s _LND~t~TE-,#6R~-~ri~RBW- Provide setback and elevation information on reverse of this form. Provide 2 dimensions to center of septic tank manhole cover. BENCHMARK • Sc rj G w Q e c- U U ALTERNATE BM: SEPTIC TANK / PUMP CHAMBER / HOLDING TANK INFORMATION Manufacturer: in i ~d w e s ed - r1 Liquid Capacity: / 000 Setback from: Well 1/0 ' House S Other Pump: Manufacturer ;?0Cj1G 2 Model# S3 Size Float seperation 7 Gallons/cycle: ~3 G Alarm Location g y 4AG e-c , t2c, )e- ,;SOIL ABSORPTION SYSTEM Width: S Length 7 5- Number of trenches I q e) ' Distance & Direction to nearest prop. line: Setback from: well: 2Vyt House ~U Other ELEVATIONS i Building Sewer gG ST Inlet. q o. 2 3 ST outlet /U• U PC inlet f 24- PC bottom / 3 Pump of f O s~ 2 Header/Manifold Bottom of system Existing Grade j/ . U Final grade DATE OF INSTALLATIO PLUMBER ON JOB: d* LICENSE NUMBER: in X1 L 7 INSPECTOR: 3 / 9 3 : j t Wis~p nsin Department of Industry, PRIVATE SEWAGE SYSTEM County: Labor and Htiman Relations Safety and Buildings Division INSPECTION REPORT ST. CROIX (ATTACH TO PERMIT) Sanitary Permit No.: GENERAL INFORMATION 262378 Permit Holder's Name: ❑ City ❑ Village [XTown of: State Plan ID No.: LANGER, GORDON CADY CST BM Elev.: Insp. BM Elev.: BM Description: Parcel Tax No.• 17 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark p a3 ~Gd,GJ Dosing Aeration a Bldg. Sewer fed ' ~O Gh Holc1ing.._ . St6W Inlet 23 TANK SETBACK INFORMATION St 1,W Outlet Z o 90,W TANKTO P/L WELL BLDG. Ve Intake ROAD Dt Inlet Air Septic NA Dt Bottom 3.~5' X3.9.3 Dosing NA / Man. Aeratio NA Dist. Pipe •'t'; Hol Bot. System 3• e1 /3, 41' PUMP /,%N INFORMATION Final Grade 3 O Manufacturer U. mand 1Y,11O' 83 Model Number ±G~P q.'LrictiorL Symead stem 50/ T D H 15 Ft TDH Lift q0 Forcemain Length Dia. Dist. To Well j SOIL ABSORPTION SYSTEM BED /TRENCH Width Length No. Of Trenches PIT No. Of Pits Inside Dia. Liquid Depth DIMENSIONS DIMEN I N SYSTEM TO P/ L BLDG WELL LAKE / STREAM LEACHING Manufacturer: SETBACK CHAMBER INFORMATION Type O Model Number: System: OR UNIT 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 ❑ N/o ❑ Yes ❑ No COMMENTS: (Include code discrepancies, persons present, etc.) 1A`/4.` 6 LOCATION: CADY.7.28.15W, NW, NW, 50TH AVE gs. _ Z8 ~9! Goo 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: j r ~ Safety and Buildings Division SANITARY PERMIT APPLICATION Bureau of Building Water System! 201 E. Washington Ave. In accord with ILHR 83.05, Wis. Adm. Code P.O. Box 7969 Madison, WI 53707-7969 • Attach complete plans (to the county copy only) for the system, on paper not less County C IL than 81/2 x 11 inches in size. ..D' . Cro I • See reverse side for instructions for completing this application State Sanitary Permit Number ,:244-37' The information you provide may be used by other government agency programs ❑ Check it revision to previous application [Privacy Law, s. 15.04(1),(m)]. State Plan I.D. Number 1. APPLICATION INFORMATION - PLEASE PRINT ALL INFORMATION Property Owner Name Property Location Gordon Langer NW 1/4 NW 1/4, S 7 T , N, R 15 E (or) W Property Owner's Mailing Address Lot Number Block Number 2717 50th. Ave. City, State Zip Code Phone Number Subdivision Name or CSM Number Wilson, WI. 54027 (715) 698-310 11. TYPE F BUILDING: (check one) ❑ State Owned ❑ ityy Nearest Road ❑ Village Public 1 or 2 Family Dwelling - No- of bedrooms 3 Town OF Cady 50th, Ave. 111. BUILDING USE: (If building type is public, check all that apply) Parcel Tax Number(s) 1 ❑ Apartment/ Condo `/d - 7Q 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. ❑ New 2. ® Replacement 3. ❑ Replacement of 4. ❑ Reconnection of 5. ❑ Repair of an 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 Pressurized Distribution Experimental Other 11 ❑ Seepage Bed 21 [!3 Mound 30 ❑ Specify Type 410 Holding Tank 12 ❑ Seepage Trench 22 ❑ In-Ground Pressure 42E] Pit Privy 13 ❑ Seepage Pit 43 ❑ Vault Privy '14E] 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 1107 .83 93.6 Feet 95.1 Feet TANK Ca aclt VII. FORMATION in gallons Total # of Manufacturer's Name Prefab. CoSite n- Steel Fiber- Plastic Exper New Exist in Gallons Tanks Concrete stCon glass App. Tanks Tanks Septic Tank or Holding Tank 1 1000 1 Midwestern © ❑ ❑ ❑ ❑ ❑ Lift Pump Tank /Siphon Chamber. 1 750 1 Midwestern ® ❑ ❑ ❑ ❑ ❑ 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's Signature: (No Stamps) MP/MPRSW No.: Business Phone Number: Joe Stang MP 6646 1-715-698-2266 Plumber's Address (Street, City, State, Zip Code): 506 Willow Dr. Woodville, WI. 54028 IX. COUNTY / DEPARTMENT USE ONLY ❑ Disapproved Sanitary Permit Fee (Includes Groundwater ate Issued Issuing Ag nt Signat 11o S m s Approved E] 6M Surcharge Fee) Owner Given initial pp W Adverse Determination S~G►Q / f0~ 9 X. CONDITIONS OF APPROVAL / REASONS FOR DISAPPROVAL: SBD-6398 (R. 05194) DISTRIBUTION: Original to County. One copy To: Safety 8 Buildings Division, Owner, plumber INSTRUCTIONS 4s Y 1. A sanitary permit is valid for two (2) years. 2. Your sanitary permit maybe 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, 608-266-3815. 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. III. 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. V1+ ..or~sinDepartmentofIndustry, SOIL SAND SITE EVALUATION REPORT Page -L of w Labayand Human Relations G3ivision 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 '4• C-r 01 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. APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION REVIEWED BY DATE P !OC PER TY OWNER: PROPERTY LOCATION C ~ r 1 'Liq ~ GOVT. LOT Nom' 1/4/A/ 1/4,S 7 T .a 9 N,R /S ~ (or&► PROPERTY OWNER':S MAILING ADDRESS LOT # BLOCK # SUED. NAME OR CSM # ' i'1 So'~ N-A KA- q CITY, TATE ZIP CODE PHONE NUMBER ❑CITY r1VILLAGE IFOWN N EST ROAD St4. 21-7 j New Construction Use rA Residential / Number of bedrooms `4 cux [ ] Addition to existing building N ~ . F [ Replacement [ j Public or commercial describe N i • Code derived daily flow (cOO gpd Recommended design loading rate f • bed, gpd/ft2(Z5, trench, gpd/ft?~ a-"iz -s Absorption area required oo bed, ft2 drat trench, ft2 Maximum design loading rate _Z, 5 bed, gpd/ft2__25 ~trench, gpolft2/ 4hIE y' Cc 4l-or„r Recommended infiltration surface elevation(s) m _Gr~, 9 C~ ~c It (as referred to site plan benchmark) Additional design / site considerations 17 'A cr xe~ n " L-26) c Parent material ts1h Flood plain elevation, if applicable N.. A. It S = Suitable for system CONVENTIONAL MOUND IPRESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK U-Unsuitable fors stem ❑S ®U aS ❑U S ICU ❑S ®U ❑S VU ❑S ®U SOIL DESCRIPTION REPORT 11-102- Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Bar>dary Roots GPD/ft in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. Bed rends ' `C~ A. iy~ Ground 3. 17 ,~l8 0 ~ rr : A, TVA C V- - 9/~O ft. ~8 - l C -ik ~'/c, t IrC ~~j °4 ~/g Depth to limiting factor Remarks: ti• n©~ Boring # 1. 4 Ito - I G - S1 u~ok iYh , Ground elev. c C) t 1 r-). C rm~ ; ! 6 Depth to qR A, m~i p, NP limiting factor l 2 rk is j _ Remarks: ^ Y r T Name:-Please Print Phone: - w Address: - wor Signature: ate,r~ CST Number: 1994 PROPERTY OWNER (?orden Zdlzaal' SOIL DESCRIPTION REPORT Page ,`of 3'• PARCEL I.D. # i . Boring # Horizon Depth Dominant Color Mottles Texture Structure Rood GPD/ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Consistence Bourd3y Bed Trench Ground Nev. ft. ~z- 0 - / f)- y Z /,-L~ k Depth to 4ti6k~'~ N w.P.- E•3~ G Yle ~S k' 3 i n P limiting factor Remarks: .m Boring # i Ground elev. ft s Depth to smiting factor Remarks: Boring # i 13 i Ground elev. ft Depth to limiting factor Remarks: Boring # Ground elev. ft. Depth to limiting factor Remarks: SOD-8330(R.05/92) Page 3 of 3 Bowman Plumbing, Inc. Master Plumber No. 5875 2819 Knapp Street --p Menomonie, WI 54751 (715) 235-4634 FAX (715 235-3650 SO SITE TION REPORT Gorden Langer NW4NW4S7T28N/R15W Cady township 1- P z^ St. Croix county ~ rh 14' wu~ 5n~ W~ ti loretta arrabee CSTM 3719 (~A iSNIGT'' LEGEND ♦-borings dug with backhoe No Scale Q Boring.=three open 896-4®521 GORDON LANGER 3 BEDROOM RESIDENTIAL MOUND DESIGN PLAN ID# 596-40521 REVIEW DATE: JUNE 5, 1996 PLAN REVIEWER: DENNIS SORENSON PROPERTY LOCATION: PROPERTY OWNER: NW1/4 NW1/4, SEC. 7, Gordon Langer T ASN., R.15W., Tn of 2717 50th Ave. Cady, St. Croix County, WI Wilson, WI 54027 INDEX TABLE PAGE 1 OF 9 TITLE SHEET PAGE 2 OF 9 WORKSHEET PAGE 3 OF 9 WORK SHEET PG. 2 PAGE 4 OF 9 PLOT PLAN PAGE 5 OF 9 MOUND CROSS SECTION PAGE 6 OF 9 DISTRIBUTION PIPE DETAIL PAGE 7 OF 9 PUMP CHAMBER CROSS SECTION PAGE 8 OF 9 PUMP SPECIFICATIONS PAGE 9 OF 9 ATTACHED SOIL EVALUATION RECE~~E~ PREPARED BY: 3 1996 Joe Stang JUN 506 willow Dr. SAFMa DIV. Woodville, WI 54028 (715) 698-2266 SIGNATURE•'^~.i zr. MP# 6646 DATE • WORKSHEET ABSORPTION AREA SIZING 1. Daily wastewater load 450 Gpd - 4105 (3 bdrm)(150 gal/bdrm) Cog 2. Depth to limiting factor 16" 3. Land slope 2% 4. Infiltrative capacity of soil at system elev. 1.2 d s . ft. jWA aM sand area required 375 bed length (B) 75.0' Conditionally bed width (A) 5.0' ROVED MOUND DESIGN APP NVISM OF SAFETY AM q r 1. Mound Height: 2• NCE SE fill depth (D) 1.7' end slope (K) 12.0' ((1.7+1.8)/2+.75+1.5)3=12.0 downslope fill depth (E) 1.8' total length (L) 99.0' 1.7 + (2% X 51) (75.01) + (2 X 12.0) = 99.0' aggregate depth (F) 0.75' downslope width (I) 11.5' (1.8 +.75+1) (3) (1.06) =11.29' cap and topsoil depth(G) 1.0' upslope width (J) 10.0' (1.7 +.75+1)(3)(.94) =9.73' cap and topsoil depth(H) 1.5' total width (W) 26.5' 10.0' + 5'+ 11.5' = 26.5' 3. Basal Area: Basal area required 900 sq. ft. 450gpd./0.5gal./sq.ft./day per CSTM = 900 Basal area provided 1,237.5 sq. ft. (75')(5'+11.5') = 1,237.5 Linear loading rate 6.0 gal./linear foot 450 gal./75' = 6.0 PRESSURE DISTRIBUTION NETWORK 1. Distribution pipe sizing: Lateral length 72.0' Lateral size 1 z" Lateral spacing NA" Sidewall separation 30" Hole size Hole spacing 60" (1st hole at 30" from manifold) Holes per lateral 15 Dist. network discharge rate: 17.55 gal./minute (1 lateral)(15 holes/lateral)(1.17gal/hole) 2. Manifold sizing: Location End Length NA" Diameter NA" co s A 3. Force Main: Diameter 2" Length 3 0' P;t ,/Al E SEWAGE SYSTEM Flow rate 17.55 gal./min. • Friction loss 0.19 Conatuonally (301)(0.62ft./100ft.) = .186 ft. Vu Eft oft 4. Total dynamic head: Ar"TKOVED Min. supply pressure 2.50' DIVISION OF SAFETY AND BUILDINGS Vertical lift 8.00' friction loss 0.19'_ Total dynamic Sg&~111RE169N§)ENCE 5. Pump selection: Manufacturer Zoeller Model number 53 Discharge rate 32± qpm @ 11.00' TDH 6. Dose chamber: Manufacturer & capacity: Midwestern Precast 750 gal. liquid depth 38.5" @ 19.5 Ital./inch (750.75 nominal capacity) Sizing: A) One day holding capacity 16.00" = 312.00 gal. B) Alarm setting 2.00" = 39.00 gal. C) Dose volume + flow back 7.00" = 136.50 gal. 112.5 +(.164)(301)=117.42 D) Reserve storage 13.50" = 263.25 gal. TOTAL 38.5" = 750.75 gal. S96-49521 SYSTEM PRI\,AAYE SEWAGE C ] ®nditionally -z ,z ED P F'ONJ NHS pi d BU1lD1 P A A 1 ■ L pbn OF SAFY E,T Np DIVISION I r t PJC ` ENCE b-3 SEE CORRESPOND ■ ~ ~ p qy ~ ~ ♦ EGt,/~or, 'c Q ~o 6r It I Proposed 7sO~,D 320- lt _o &e,ncA mart: ~o t 6C r2,u> i n I.t~F1..'~R ,'hlQ ~ - Sys{ / f~ ec G o 4,beve yd ee s76~ ~~ocy,d EGCif. =/uD.~' To be ctba.,dovit Q S ~.~e.-- COC~Q - / i Exisz~:n9 ~b~elydo-.n hcusc-~ be raZtd ~ropos~~ cuo~. Sep 7"- 0 97 !(--y A.a ~or~fo r, (a ~►c~2~ ~ropose~l /lIOYI/IIW 7 7-2-8/1, -27/7,5-0 Ave. 3 (3: rmvvi R. T of (~ady, U) c)W"-n Ey;SE7rriSl~cd• . ~piX ~e~ ~c~/ 5527 U 0 9 8y~ 34~' Page S Of- IL Cross Section Of A Mound Using A Trench For The Absorption Area _ H Medium Sand Fill ° F 6" Topsoil -.J1 D 3 E Con eC~r. = 9/. Ro Trench Of 22" Aggregate, Plowed Layer 6" Below Pipe, Covered With 0 /.7 Ft. Straw, Marsh Hay Or Synthetic Fabric E g Ft. G d Ft. F 0. Ft. H /.S Ft. aIIY ED V w~l S96.40521 Na g P ~ Of SO El p1VI5100, an A Trench For The Absorption Area ONID 140 ESP g~E Go Force Main Distribution Pipe Permanent Markers Observation Pipe W B K \ Trench Of 1j" - 231" Aggregate I L L A ~.Q Ft. I Ft. K 1 ,2.0 Ft. W a(o.~ Ft. B 750 Ft. J /D.0 Ft. L / D Ft. Page___~,_0f__y Distribution Pipe Detail For Lateral Network PVC Force Main Holes Located On Bottom Are Equally Spaced End Ca~ * VY! H A PVC Distribution Pipe P * Last Hole Should Be Next To End Cap ! First hole to be from manifold end of bed S9Vs0521 P 7,?.D Ft. Hole Diameter X Inch X 66 Inches Lateral Diameter h6 Inch(es) Y 3D Inches Force Main Diameter Inches # Of Holes/Pipe Invert Elevation Of Laterals /D Ft. tool, c ~s pNo EEC SEE P~ . 7 ors PUMP CHAMBER CROSS SECTION AND SPECIFICATIONS See ILHR 83 VENT CAP For Electric `I~C.I. VENT PIPE WEATHER PKOOF APPROVED LOCKING 15' FRCM D (-)R. BOX MANHOLE COVER WITH PADLOCK GGR, WINDOW OR FRESH 12"MIU. AIR INTAKE /"~'Warn`ing Label GRADE `1" MIN. 18" MIN. CO►JDUIT-- 18"MIN. `I 111 INLET PROVIDE I Approved Joint AIRTIGHT SEAL I I j I I APPROVED JOINT A I I I G~ APPROVED JOINTS W;&A PIPE W/C.I. PIPE EXTENDING T SOLID SOIL Cog I I ALARM EXTEUDIUG 3' I I ONTO SOLID SOIL Sit 00 i , O I ON lop PUMP OFF 0~ Sa~, .~~NG~ V~ J1 NOS See I LHR 83.15 .i QO CONCRETE BLOCK for 3" bedding RISER IT PERMITFED GIJLy IF TANK MANUFACTURER HAS SUCH APPROVAL 5PCCIFICATI0IQIS SEPTIC AND JOSE TANKS MANUFACTURER: _-fC0z< NUMBER OF DOSES: PER DAE> SEPTIC TAIM SIZE: PUMP TANK SIZE: SU DoSE VOLUME: /z.s' Y.9Z=//7yZGALLORIS ALARM_ MAMUFACTURER: S-J 1 ro Systems CAPACITIES: A= 40.10 IAICNES OR 12.0 GALLOWS MODEL NUMBER: 101 HW B= 2- 6 IIJCHES OR ~EO GALLOWS SWITCH TYPE: Mercury C= 7.0 INCHES OR 134~*S GALLOWS NIJMP MANUFACTURER: Zoeller D= 13•45- INCHES OR Z442"sGALLON5 MOI)f_L NUMBER: # 5.3 NOTE: PUMP AND ALARM ARE TO BE Mercury SSFD INSTALLED OKI SEPARATE CIRCUITS PUMP DISCHARGE RATE _ZSSM~Aid11M~GPM VEKTICAL DIFFGKENCE BETWEEN PUMP OFF ARID D15TRIbUTION PIPE.. 8•0 FEET + MINIMUM NETWORK SUPPLY PRESSUKE , . . . . _ . • . 2.5 FEET + '30 FEET OF FORCE MAIN X 0.401 F31/oofTFRICTIOM FACTOR.. FEET TOTAL DYNAMIC HLAD = p'~9 FEET INTERNAL DIMENSIONS OF TANK: LEAlGTH ;WIDTH iLIQUID DEPTH 3S/o2f,~ • HEAD/CAPACITY CURVE tv• • ¢ w LL HEAD CAPACITY CURVE w EFFLUENT MODELS 1 34 TOTAL DYNAMIC HEAD/CAPACITY PER MINUTE I 1 EFFLUENT AND DEWATERING 32 105 6aaa j8E WE9 67-9 97 W 137-130 fat lea 166 1" in 100 1N 1N LL D,al Lao GaL Laa Gal U. Gal L.t1: Gal L.tn O.L lJn Gal U7. Gal La-a A4l U' Gal Lta G., lta 30 1.63 aJ IaJ 56 112 n 273 101 W 106 401 61 731 et 2!1 6a 120 156 667 166 67 2B 06 34 129 46 171 al 231 79 300t00 171 61 >pt w 220 144 90 600 161 {72"1 19 72 36 133 46 170 64 242 91 344. a0 277.. W 227 " 220 112 637 146 W 26 85 20 410 16 67 26 96. 36 lad a2 310 69 227 60 .227 66 220 136 616 140 610 26 X7'62 6 30:. 74 260. 67 214. 60 723 66 220 129 161 1>3" ew 24 30 AI♦ 66 66 206. 94 220'. 80 3a 54 229 121,2 466 127 '401 78 40 12t9 4e '74 48 172 66 200 75 ~2M 66 : 760 106 .JY7 111 :431 22 7 186 60 1624 - 21 60 33 126.. 61 101 N 219 G .:..220 90 -,711 100 -:37/ M ,-1 9.20 16 67.. 43 101', 36 13S 66 "220 71 r:2a9 M '172 20 70 .21 31 . 65 165 30 114. 10 "3e ax 07 61 1IIO Io 206. q 2436 Ill- 9o -27.43 14 63 u 17p 29.":.loe 61; : 32 `121 2 6 37 ii* 65 ,00 ,.4e 16 M 21 a:79 16 163 110 U0 ' 7 ~ a 80 Lock Val": 1126' 2176' 23' 26' 1. w eT 73' 116' M• 112'.. 14 45 12 4G EFFLUENT & DEWATERING 10 35 165 Warning: Model 185 should not be subjected to less than 30 feet TDH. 8 20 25 169 Note: For Head Capacity on Model 112, industrial 6 column-explosion proof pump, see FM 219. 15 161 / 188 10 2 5 g8 ~~{f,,J``~1' a 11 ,55, 7.59 11 13 139 SEWAGE A G G GALLONS ,0 20 3o so so 6a 7o eo 90 ,oo 120 140 WARNING: Model 293 should not be subjected LITERS ~ 160 2±0 320 100 180 660 640 ° to less than 15 feet TDH. a i ILI 21 eo TOTAL DYNAMIC HEAD/CAPACITY PER MINUTE 75 SEWAGE AND DEWATERING 22 SERIES 262 Zee 267 26e 292 284 2M m 294 295 70 FT. M Gat Lin- Gal. Lira- Gal. Lt.. Gat Lira. Gat Lin. Gal. Lin. Gal. Lin. Gat. Lira. Gal. Lin. Gal. Lira. 20 5 1.52 90 341 128 484 128 484 128 484 130 492 iw 681 110 sw 196 712 225 652 85 10 3.05 60 227 89 317 89 137 89 337 95 160 158 89e 124 169 181 68S gas 776 15 4.57 22.5 85 50 189 50 189 50 189 63 238 135 511 106 401 130 492 165 1525 185 700 is 80 20 6.10 10 38 10 38 10 38 33 125 106 401 66 333 119 450 150 568 ISIS 638 25 7.62 76 288 68 257 106 401 136 515 153 Serf 30 9.14 43 163 47 178 90 340 121 458 140 530 16 40 12.t9 5 19 50 189 94 356 115 435 50 15.24 SO 60 1829 58 220 89 227 1J 19 58 223 70 21.31 11 2s 9s 15 lock Valw 18' 21.5' 2L5' 21.5' 28' >S' 17 SO' 67 7T 12 10 35 10 30 s 293 2s s 20 is - 4 282 10 292 2 S 262 266, 267, 268 284 294 295 0 GALLONS l 10 20 30 40 I 50 60 I 70 s0 I 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 I 1 I I I I LITERS 0 1 so 160 240 320 400 48u 560 640 720 - 800 88 880 STC-105 SEPTIC TANK MAINTENANCE AGREEMENT St. Croix County . OWNER/BUYER y0'(~ - \ 1 `~-~`n Qc MAILING ADDRESS PROPERTY ADDRESS (location of septic system) Please obtain from the Planning Dept. CITY/STATE \5 C~l1S `n PROPERTY LOCATION NW 1/4, NW 1/4, Section 7 T N-R 15 W TOWN OF Cady ST. CROIX COUNTY, WI SUBDIVISION LOT NUMBER CERTIFIEDSURVEY MAP , VOLUME PAGE , 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 year expiration date. SIGNED: A f2i::n~ DATE: 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 ge 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. -------------------(--------------~'ICA/v Owner of property Location of property 1/4 NW 1/4, Section 7 T 38 N-R 15 W Township Mailing address Address of site Wilson, WI. 54027 Subdivision name Lot no. Other homes on property? Yes x No Previous owner of property Total size of property Total size of parcel Date parcel was created Are all corners and lot lines identifiable? x Yes No Is this property being developed for (spec house) ? Yes x No Volume 1~~3 and Page Number 350 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-On. the office of the County Register of Deeds as Document No. Wt , 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. A-l~l~l Signature of Applica t Co-Applican ate of Signature Date of Signature ' • DOCUMENT NO WARkANTY fl£EJ ~"i5 11-C RE-iERVFD fiiN RECORDING DATA • STATE BAR OF WISCOX_IN FORM 2 1982 518181 Michael J. Fontaint, a/k/a Michael Jeff Fontaine. f/ /a Christel E.. Berg, __3 X16 thr Rsra i . . _ Chris_ Berg,.-_ ask/a"_Christel. Evelyn. Berg ~(jN 2 3 i} a single.-person - Gordon G. .Lan er and Vicki L. 8:30 A. conveys and warrants to ..q- L.anger,_.husLand..and - .-wi"fe L L L`: xer r - R•tURN TO j . e 5"t L`rOi7C- the following described real estate in . County, state of Wisconsin: Tax Parcel No:. West Ha?f of Northwest Quarter (W' of NW's) and Southeast Quarter of Northwest Quarter (SE4 of NW'k) of Section Seven (7), Township Twenty-eight (28) North, Range Fifteen (1-9) West EXCEPT part to Michael J. Jagielski and Laura J_ Jagielski recorded in Vol. 1195011, Page 479, Doc. No. 483412. This S------ homestead property. (is) (tea Exception to warranties: Easements and restrictions of record. J' _ Dated this _:..~rSJ~.............. day of .19 94. . - ---._.(SEAL) t Ao-"~ (SEAL) ontaine MiMcha 1 ---...(SEAL) - _(SEAL) AUTHENTICATION =ACKNOWLEDGMENT Signature(s) STATE OF WISCONSIN ss. - --S XA.1.X County. authenticated this day of___________________________ 19____- sonall came before me this __o ~ay of _ Iy the the above named !i~cha.- •--~.---5ontaine,__a/k/a-Michael--Jeff._- bntane,__f~k(a.Christel•E.-_Ber3r._a/k/a__ - TITLE: MEMBER STATE BAR OF WISCONSIN G91ris- B 4/k(a_ hristel. EVe1jrn Berg (If not- - authorized by § 706.06, Wis. Stats.) to me known to be the person yvho exeo ted ~he foregoi instrument and ack yFcle THIS INSTRUMENT WAS DRAFTED BY Thomas A. McCormack •~'p cG