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HomeMy WebLinkAbout038-1176-60-000 a 00 STC - 104 AS BUILT SANITARY SYSTEM REPORT' rm ~ E r~14'~` OWNER .Jib160 s FF RF~j fy1~tSo ti s~ c~a;x ADDRESS ~3(oZI //O~~ S7 ZONING OFFICE ~`J 69 5'f RR P e'R le F'yp?L 12, SUBDIVISION / CSM#_ !~Lggp LOT # SECTION L_T. 31_N-R 18 W Town of ST. CROIX COUNTY, WISCONSIN PLAN VIEW SHOW EVERYTHING WITHIN 100 FEET OF SYSTEM y ~ I ,94 W NeH '(ata (-0 l"o►w E MIA', 4.PD c AL P. dW,4 nJgE)>- ¢ iDbc ,AL s~rY' ~ Ttt N iL / t 5d; ~c~R eK V N,ous~ ~flR~6E INDICATE NORT ARROW Provide setback and elevation information on reverse of this form. Provide 2 dimensions to center of septic tank manhole cover. BENCHMARK: Z $ S ~uT t{ W65 T ~RUP ST~L ALTERNATE BM: .76 RIM 5101"G '90uu\ W661 dot U.,~Le SEPTIC TANK / PUMP CHAMBER / HOLDING TANK INFORMATION Manufacturer: W j ESER Liquid Capacity: jn_oa d_~_IAQI4) K11~ Setback from: Well ' House -Zo" Other Pump: Manufacturer GOUILQS Model #_QEp3111V&Size Y3 j:~ Float seperation C~1-1 Gallons/cycle: 121 Alarm Location Z f~3pl~E rl o(u o N -:SOIL ABSORPTION SYSTEM Width: ` Length Number of trenches Distance & Direction to nearest prop. line: y3 Setback from: well: '975 House other ELEVATIONS Building Sewer ST Inlet. 10.03 ST outlet 10-35 PC inlet /0.3S PC bottom -13,71 - Pump Off 13,60 Header/Manifold 2,95 Bottom of system 3.53 Existing Grad e-53 Final grade 5,6 DATE OF INSTALLATION: dZ7197 PLUMBER ON JOB: 'DEFF bK LICENSE NUMBER: JP'Rs ()spy(, INSPECTOR: , j ti/y` Tto(yV no t,) 3/93:jt VIC EMW.t Pu 3885 CANADIAN STANDARD ASSOCIATION SP APPLICATIONS • Three phase: lh HP - FEATURES Motor: Fully submerged in 1'/2 HP 200/230/460 V, high-grade turbine oil for Specifically designed for the 60 Hz, 3500 RPM. Class B Impeller: Cast iron, semi- lubrication and efficient heat following uses: open, non-clog with pump- • Homes insulation, overload out vanes for mechanical seal transfer. • Farms protection must be protection. Balanced for Designed for Continuous • Trailer courts provided in starter unit. smooth operation. Silicon Operation: Pump ratings are • Motels • Shaft: threaded, 400 series bronze impeller available as within the motor manufacturer's stainless steel. recommended working limits, • Schools an option. • Hospitals • Bearings: ball bearings Casing: Cast iron volute can be operated continuously upper and lower. without damage. • Industry • Power cord: 20 foot type for maximum efficiency. • Effluent systems standard length (optional 2" NPT discharge adaptable Bearings: Upper and lengths available). for slide rail systems. lower heavy duty ball bearing SPECIFICATIONS Single phase: 1/3 and'/z HP Mechanical Seal: Silicon construction. Pump: -16/3 SJTO with three carbide vs. silicon carbide Power Cable: Severe duty • Solids handling capabilities: prong plug. 3/4-1'/2 HP sealing faces. Stainless steel rated, oil and water resistant. 3/4" maximum. -14/3 STO with bare leads. metal parts, BUNA-N Epoxy seal on motor end '/z-1'/z HP elastomers. provides secondary moisture • Discharge size: 2" NPT. Three Three phase: with bare barrier in case of outer jacket • Capacities: up to 128 GPM. Shaft: Corrosion-resistant damage and to prevent oil • Total heads: up to 123 feet leads. On CSA listed stainless steel. Threaded TDH. models - 20 foot length design. Locknut on three wicking. • Mechanical seal: silicon SJTW and STW are phase models to guard 0-ring: Assures positive carbide-rotary seat/silicon standard. against component damage sealing against contaminants carbide-stationary seat, 300 on accidental reverse rotation. and oil leakage. series stainless steel metal parts, BUNA-N elastomers. • Temperature: METERS FEET 104°F (40°C) continuous 90 3885 140°F (60°C) intermittent. - i SERIES: I SIZE: 1/4" SOLIDS 25 so RPM: v • Fasteners: 300 series w H _ ► GPM VARIOUS stainless steel. 5 • Capable of running dry 70 WE1 H 5F7 without damage to 0 20 ( f components. W so x WEO H 1 Motor: 15 50 Single phase: ase:3 or 230 V 60 /2 HP, 15 VH60 1Hz,0 RPM; F 10 a0 H 0 30 3500 RPM; 'h HP -1'h HP, 230 V, 60 Hz, 3500 RPM. 20 wEO Built-in overload with 5 automatic reset. 10 Class B insulation. j I 0 10 20 301 , 40 50 60 70 80 90 100 110 120 130GPM 01 10 20 30 m3/h CAPACITY © 1994 Goulds Pumps, Inc. 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CROIX Sa~#ety and Buildings Division (ATTACH TO PERMIT) Sanitary Permit No.: GENERAL INFORMATION 284272 Permit Holder's Name: ❑ City ❑ Village Town of: State Plan ID No.: MASON JEFF STAR PRAIRIE CST BM Elev.: Insp. BM Elev.: I BM Description: Parcel Tax No.: 038-1176-60-000 /CU.Gl~ /o~.Gri Scc TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic C'.. Benchmark S~x-' Dosing Lw , ~ U ~as vas-- Aeration Bldg. Sewer Holding St Inlet d,G3 TANK SETBACK INFORMATION St/ y:C Outlet ' d S> Vent TANK TO P/ L WELL BLDG. Aii to ntake ROAD Dt Inlet rl Septic ' . ao ` NA Dt Bottom Dosing NA tj&L`I Man.S r Aeratio NA Dist. Pipe I" Holding _ Bot. System 3. g y' 3.53 PUMP/ INFORMATION Final Grade Manufacturer Demand Model Number GPM I Loss Friction System,,, TDH Ft TDH Lift c, Head Forcemain Length Dia. ,2 " Dist. To Well C~ <X SOIL ABSORPTION SYSTEM ~ BED/TRENCH Width Length No. Of Trenches PIT No. Of Pits Inside Dia. Liquid Depth D" DIMENSIONS DIMENSIONS LEACHING Manu acturer: SETBACK SYSTEM TO P / L BLDG WELL LAKE /STREAM INFORMATION Type O CHAMBER Model Number: System: OR UNIT DISTRIBUTION SYSTEM Header/Manifold Distribution Pipe(s) x Hole Size x Hole Spacing Vent To Air Intake 19' 4,° Length Dia. Length Dia. Spacing 'o 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 : STAR PRAIRIE. 4 3,1.18 , E , 110TH STREET LOT 9 yr" .~',C~ ,~,„k. ~ ~QE..~3.-r .<<,: ~ ~~,.1~/~U1 _ .,E-Y Plan revision required? ❑ Yes ❑ No Use other side for additional information. I F_ FT1 H SBD-6710 (R 05191) Date Inspector's Signature Cert. No. .1 ADDITIONAL COMMENTS AND SKETCH SANITARY PERMIT NUMBER: " Safety and Buildings Division SANITARY PERMIT APPLICATION Bureau of Building Water Systems 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 than 8 112 x 11 inches in size. • See reverse side for instructions for completing this application State Sanitary Permit Number ,;;i 7. 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 LD. Number 1. APPLICATION INFORMATION - PLEASE PRINT ALL INFORMATION Property Owner Name Property Location H - SC 1/q I/4, S tl T f , Nr R E (or) Property Owner's Mailing Address 01\4- S7T Lot Number Block Number City, State fAIPS w/1 ip Code.'y0 j/ Phone Number Subdivision Name or CSv Number 1&7_1 ° ( S )l - 11-1-2 6S ?Olt u a II. TYPE OF BUILDING: (check one) ❑ State Owned 0 !ty Nearest Road ❑ Village T 0 ❑ Public 1 or 2 Family Dwelling - No. of bedrooms Town OF HK 1 rC3 Pj2jqgl1,7_Ci_ III. BUILDING USE: (If building type is public, check all that apply) Parcel Tax Number(s) / r 1 ❑ Apartment/ Condo ~`~T- 76, 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. S&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 (Mound 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 Required. (sq. ft.) Proposed (sq. ft.) (Gals/day/sq. ft.) (Min./inch) Elevation 6"d 3_757 1 3`75 Feet /6 .Z6Feet VII. TANK Capacity in gallons Total # of Prefab. Site Fiber- Plastic Exper. INFORMATION Gallons Tanks Manufacturer's Name Concrete Con- Steel lass App. New Existing strutted g Tanks Tanks Septic Tank or Holding Tank f /OA [~s'E El E3 1:1 1:1 El Lift Pump Tank /Siphon Chamber Fool F,001 LO 1 ❑ ❑ ❑ ❑ VIII. RESPONSIBILITY STATEMENT I, the undersigned, assume responsibility for installation of the onsite sewage system shown on the attached plans. Plumber's Name: (Print) PI mb&)=; e: (No s r P/MtRWW-ht6.: Business Phone Number: NP ~ k."I", , 17 55-3 9(o lum is Address (Stre t, City, State, Zip Code): IX. COUNTY / DEPARTMENT USE ONLY ❑ Disapproved Sanitary Permit Fee (Includes Groundwater Date Issue Issuing A nt Signature ( t ps) Approved ❑ Owner Given Initial Surcharge Fee) Adverse Determination *gCL6 ~OS~l7 X. CONDITIONS OF APPROVAL / REASONS FOR DISAPPROVAL: DISTRIBUTION: original to County. One copy To: Safety & Buildings Divr-ion, Owner, Plumber 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, 608-266-3815. 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- i SAFETY & BUILDINGS DIVISION 201 E. Washington Avenue P.O. Box 7969 Madison, Wisconsin 53707 State of Wisconsin Department of Industry, Labor and Human Relations March 3, 1997 209 West First Street Route 8, Box 8072 Hayward WI 54843 CROSS COUNTRY EXC PO 295 DRESSER WI 54009 RE: PLAN S97-20033 FEE RECEIVED: 180.00 LUNDE, AL E,NE,4,31,18W TOWN OF STAR PRAIRIE COUNTY OF ST CROIX MOUND SYSTEM The Department has reviewed the above-referenced submittal. However, it cannot be processed until the following additional information is provided: - The soil borings on the soil test need to be referenced from the bench mark. The location of the soil borings and the system location on the plot plan must correspond with the Soil and Site Evaluation Report (SBDW-8330). Revise the plot plan, showing the location of soil borings, or provide additional dimensions to correspond with the soil test report. Submittals to this office that require additional information will be held for 3 months. An appointment must be scheduled for the additional information that will be submitted for review. If the requested information is not received during the 3 month period, a determination will be made based on the information that is on file. Attached you will find a second copy of this letter. Please retain one copy of the letter and return the second copy with the materials we have requested. Unless otherwise noted, please return two (2) sets of the additional information that has been requested. Inquiries should be directed to me at the number listed below. Please refer to the plan number shown above. Sincer y, Thomas L. B aun Plan Reviewer (715) 634-3026 7:00 - 4:30 1701R/ 1 SNDA-0928 (R. 10194) RESIDENTIAL MOUND DESIGN INDEX AND TITLE SHEET Project Al Lunde Mallard Run Lot 9 PRIVATE SEWAGE SYSTEM Owner Al Lunde Conditionally Address 1661 Nyberg Ct A PP Q ' ' E D St. Croix Falls, Wi 54924 OEM OF IMMIS av f ANN s wrMM ATM 0 18 N OF SAFETY ANO BU"N83 Legal Description E1/2 NE1/4,S4 T31 NR 18 W SEE DENCE Township Star Prarie County St. Croix Subdivision Name Mallard Run Lot No. 9 Parcel ID Number Plan ID Number S9720033 INDEX SHEET PAGE ONE MOUND CALCULATIONS PAGE TWO MOUND DRAWINGS PAGE THREE PRES. DIST. CALCS. & LATERALS PAGE FOUR PUMP TANK DRAWINGS PAGE FIVE PUMP SPECIFICATIONS PAGE SIX SITE PLAN PAGE SEVEN Designer Pr /K tj j p License Number ill a J- Z Signature Phone No. `7 lS-7S~ =3962- Date Notice: Tampering with this file by unauthorized persons is prohibited. Deliberate modification will result in disciplinary action under s. 145.10, Wis. Slats. SSD-10462-E (N.05" Page 1 of 7 t r -20033 ly. T i ties t RESIDENTIAL MOUND DESIGN Eight Bedroom Maximum Complete information in red framed boxes as necessary. (y or n) n Is the system constructed over creviced bedrock? Slope 3 % Number of bedrooms 3 Wastewater flow rate 450 gpd 1703.3 Lpd Depth to limiting factor 24 in 61.0 cm In situ soil infiltration rate (code) 0.3 gpd/ft 12.2 L/ m2 Contour line below the upslope edge of absorption cell 101 ft 30.78 m Use standard fill depths? ' OR Designer spec'd depth 0 in _ 1cm Place X In box to use standard depths (1$ 24, A+4 Inclusive) OR specify design fiN depth. Center or end manifold c c or e) Estimated hole space 5 ft Not a final calculation. Lateral spacing 0 ft Minimum dose 10 times void volume use a 0lateral spacing for trenches. Pump tank elevation 94 It outside bottom. Force main length ®ft Force main diameter 2 in Force main actual dia. 2.067 in SYSTEM SOLUTIONS Inch-pounds Metric Cell media "x" one only. Estimated daily flow 450 gpd 1703 Lpd x Aggregate and pipe Chamber and pipe Absorption cell Design load rate & area 1.2 gpd/ft' 375.0 ft2 34.84 m2 1Linear load rate 4.8 gpd/ft 59.5 Lpd/m Design width (A) 4 It 1.22 m Cell length (B) 94.0 ft 28.65 m Depth of cell (F) 9.7 in 24.6 cm Sand filter Upslope fill depth (D) 12.0 in 30.5 cm Downslope fill depth (E) 13.4 in 34.0 cm Basal area required (gpd/infltration rate) 1500 fe 139.35 m2 Supporting components Topsoil depth 6.0 in 15.2 cm Subsoil depth at center 12.0 in 30.4 cm Subsoil depth at cell wall 6.0 in 15.2 cm End slope toe length (In 10.1 ft 3.08 m Upslope toe length (J) 7.7 ft 2.35 m Downslope toe length (1) 12.0 It 3.66 m Includes basal adjustment Total mound length (L) 114.2 ft 34.81 m Total mound width (W) 23.7 ft 7.22 m Project: Al Lunde Mallard Run Lot 9 Plan I.D. S9720033 Page 2 of 7 MOUND PLAN VIEW observation pipes (typical) J W= 23.7ft A A= 4.0 ft 1.22m 7.22 m - 10 q B = 94 ft 28.65 m B K J= 7.7 ft 2.35m I I = 2.0 ft 3.66m K = 10.1 ft 3.1 m L = 114.2 ft 34.8 m typ. obs. pipe A X B refers to absorption cell width and length (anchored securely) J = upslope width I = downslope width K = end slope dimension ow mm) T MOUND CROSS SECTION D = 12.0 in 30.5 cm lateral topsoil G H subsoil cap E = 13.4 in 34.0 cm invert 102.5 ft F = 9.7 in 24.6 cm elev. 31.24 m see not F G = 12.0 in 30.4 cm D E AsTnn C33 H = 18.0 in 45.6 cm Sys. 102.0 ft sand Fin elev. 31.09 m 101.0 ft contour 3% 30.78 m slope V Note: Absorption cell media will D = upslope fill depth plowed layer consist of aggregate and pipe E = downslope fill depth or leaching chambers and pipe Aggregate F = absorption cell depth as specified FqChamber G = subsoil + topsoil depth at cell wall at right. H = subsoil + topsoil depth at cell center Designer notes: If aggregate is used, it is covered with code compliant material. Project: Al Lunde Mallard Run Lot 9 Plan I.D. S9720033 Page 3 of 7 PRESSURE DISTRIBUTION CALCULATIONS Absorption cell Inch -pounds Metric Width (A) 4 ft 1.22 m Length (B) 94.0 ft 28.65 m Lateral specifications Number laterals ~2 Holestlateral 9 holes Lateral length 45.3 ft 13.8 m Perforation dia. 0.25 in 6.4 mm Lat. dis. rate 10.49 gpm 0.7 Us Sys. dis. rate 20.98 gpm 1.3 Us Hole spacing 64 In 162.6 cm Lateral diameter Pipe diameter Design options Design choice Designer must 1 in/25 mm Place X in red "X" one choice 1 1/4in/32 mm x x box of chosen from the options 1 uzn/4o mm x diameter. provided. 2inW mm x 3in115 mm X Manifold diameter Pipe diameter Design options Design choice Designer must 1 inim mm '~C" one choice 1 1/4inn2 mm None required. from the options 1 1/ont4o mm No choice necessary. provided. 21mW mm x 3WM mm 4 n/10o mm LATERAL DIAGRAM - CENTER CONNECTION Place correct lateral diagram by clicking in one of the drawings at right and dragging the diagram into this area. 14 P end cap 1 • • x-41++2 -02~ Laterals & force main of PVC Soh 40 Last hole dried neat to end cap (per COMM Table 84.30-5) Holes drilled on the bottom of the lateral, =permanent end marker ewAq spaced Inch -pounds Metric Lateral length (P) 45.3 ft 13.81 m Lateral spacing (S) 0 ft 0.00 m Hole spacing (X) 64.0 in 162.6 cm Hole diameter 0.25 in 6.35 mm Lateral diameter 1.25 in 32 mm Number of holes per pipe 9 Invert elevation of laterals 102.5 ft 31.14 m Project: AI Lunde Plan I.D. S9720033 Page 4 of 7 Total dynamic head System head = 3.25 ft 13.43 m Vertical lift = 7.60 ft m Are laterals the highest point in the Friction loss = 0.40 ft m system? Yes "X" here. Total dynamic head = 11.25 m If no, what is the highest elevation Dose Volume downstream of pump? Lateral void volume = 7.0 gal 26.5 L Force main drain Minimum dose = 112.5 gal 425.9 L back to tank? ('Y' one) Drain back = 8.7 gal 32.9 L x Yes Dose volume = 121.2 al 458.8 L No Typical Pump Chamber Layout In combination with state approved treatment tank. Tank construction as per COMM 83.20(3) WAC. approved manhole cover weather A300aind hiiaming label and padlock tads levels junction g quick disconect grade levels aPte mate 4 vent pipe electric as outlet COMkxration 16" (46 cm) min. wall of pump L approve chamber or outlet combination joint tank A 114" weep (trade Levels alarm on hole as pump tank manhole = 4" min. abaft finished grade pump on B necessary pump tank man. =100 mm min above finished grade C vent=l7' min. above finished grade pump 94.9 ft vent = 300 mm min. above finished grade off elev. 28.9 m D 3 " (75 mm) of bedding under tank and anchor tank as necessary 94.0 ft Pump tank elevation 28.7 m bottom of tank Tank specifications: weeks Pump tank = 20 gal/in Pump tank volume = 800 gal Capacities; Inches Gallons A= 23.9 478.8 Pump manufacturer: Pump mfg name B = 2 40.0 Pump model number: N98 C = 6.1 121.2 D = 8 160.0 Project: Al Lunde Mallard Run Lot 9 Plan I.D. S9720033 Page 5 of 7 t ~ ~ i 3. a., ' ih 1 l .I . ....,a :.....rr. we - f t j f ~ ` t GE„ ~ ~1.; - _ ` 6 1/4 HEAD CAPACITY CURVE J 7/0 ' MODEL "98" 4 5/8 e ~ I 3 5/a TIE + -f- 6 p r, T U_ 4 J/16 -,a 4- 10 1 1/2-11 1/2 NPT 2-- 0- 60 U.S. GALLONS 10 20 30 40 507D so LITERS 80 160 240 0 FLOW PER MINUTE - TOTAL DYNAMIC HEAD/FLOW PER M"Uni EFFLUENT AND DEWATERINO 12 CAPACITY HEAD UNITSIMIN FEET METERS CLAUS LTR3 5 1.52 72 273 10 305 of 231 3 5/16 15 4.57 S 170 20 8.70 25 95 85 L Lock Vuivs 23' CONSULT FACTORY FOR SPECIAL APPLICATIONS • Electrical alternators, for duplex systems, are available and • Mercury float switches are available for controlling single and supplied with an alarm. throe phase systems. • Mechanical alternators, for duplex systems, are available with • Double piggyback mercury float switches are available for or without alarm switches. variable level long cycle controls. SELECTION G,Jlr)E 1. integral f oat oper,,'od 2 pole mecninical switch, no external control required. Standard all models - Weight 39 lbs. - 112 H.P. 2. Single piggyback mercury fk st switch or doLble piggyback mercury, float gg S•i•n Control 8alw_cticri - switch. Refer to FV0477. 3. Mechanical alternator 10-0072 or 10-0075, - P Model Volt-Ph Mod• Amps f3imti`.rtx_ DIl lax 4. See FM0712, for correct me-..e1 of Electrical Alternator, "E Pak". M98 115 1 Auto 9.4 1 or 1 & 7 - - 5. Mercury sensor float switch 10-0225 used as a control activator, specify N96 115 1 Non 9.4 2 or 2 R 6 3 or 4 d 5 duplex (3) or (4) float system D98 230 1 Auto 4.7 1 or 1 R 7 _ 6. Four (4) hole "J-Pak', junction box, for watertight connection or wired-in E98 230 1 Non 4.7 2 or 2 8 6 - 3 or 4 8 5 1 Tsimplax or wo 2) hole uJl Pak`, for'waterttight 0 connaction or splice. CAUTION For Information on additional Zoeller products refer to catalog on Combination Starter, FM0514; AN installation of controls, protection devioas and wiring should be done by s qualified FMO48 Alarm Package, Switches, Su mp/Sownage Basin*, FMC 407, EjandN. mpleu Control Box, recent National Elec All Cod. (NEC) s dohs Occupational Safety and HeelthAet (OSHA). FM0732. RESERVE POWERED DESIGN For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. AWL TO: P.O. BOX 16347 Manufacturers of o Loulsvllle, KY40256-0347 SNIP T0: 3280 Old Millers Lana ® Laulsvllle, KY40216 ~a~- Z. (502) 778.2731 a 1(800) 928-PUMP FAX (502) 774.3624 'P/4(-,C `o 6 IF 7 71" h h rv v1 m U ^I 8 co 0 a' a m j d ul 4 - ` - - - x m % O o 2 rh In `J r o 9 ° ~ p ~ G r r. C V7 ~ ~ .y ° \s ~ r m U W _ tn1 C. x, L G f ~ r t*~ ~ H -90 {Vy r/ N r c> I/OTI s7rPEET PAGE 7 or '1 03/04/97 10:14 $715 294 2808 OSCEOLA OIL Q002 -P_Rti 9 ~c03 i4VJ' l() '511 'r31 ~VR 18 w' S TAR ~,PRg1fr Tv,%5P LOT ILINE 77' G OZ R j FFS h2cA z5 ZELOW go vV V$Gox ZbG e R B56gemot~ er- rnuc T -Rojo rN %3►aot5TuR8EoL ~LiEc4ct~ MARK . f r yx y ~ 8sD ~ CaLtr 1 : t,I 0' _ r STAKE ~u S.v,:, C.cxr~EZ r--o~c~ «v 3 9o si_cr'~ . _~LV BOO' . r So+?~ ho~~ Coo w~k5 a C . o R~= C.tLEKS v ~ • irk, C ~oSC~ . ~~wosE~ ?rot? ! 3 Sic-ORop (RM.A x{14 soo P 7c~.-7 S9'7= 2 0 3 Wisconsin Department of Industry, SOIL AND SITE EVALUATION Labor and Human Relations Page /of 3 Division of Safety and Buildings in accordance W ILHR 83.09, Wis. County Attach complete site plan on paper not less than 8 1/2 x 11 inch in i a mus 2 include, but not limited to: vertical and horizontal reference po' tr('B , di ectio nd X percent slope, scale or dimensions, north arrow, and location ddistano~est road. y parcel I.D. # APPLICANT INFORMATION -Please print all iiycrmatiq►>h at eviewed by Date Personal information you provide may be used for secondary purpose (E?Ha acy L id st 1 S.Q4,(,t"k. F~ Property Owner L4 P v 0 Loo' tfe V,q e fr -f, w.. es Lot L N6114,S T 3l N,R E (or) W Property Owne s Mailing Address i_o ck# TubdName or CSM# E,c of - ity State Zip Code Phone Number ~jt Nearest Road 7/S )Ye3-33~ City ❑ Village Town l Q rh ~L` New Construction Use: Residential / Number of bedrooms Addition to existing building ❑ Replacement ❑ Public or commercial - Describe: Code derived daily flow ~_lCP + gpd I Recommended design loading rate bed, gpd/ft2 • -3 trench, gpd/ft2 Absorption area required M, C), bed, ft 2/j trench, ft2 Maximum design loading rate bed, gpd/fl2 -3 trench, gpd/ft2 Recommended infiltration surface elevation(s) ft (as referred to site plan benchmark) Additional design/site considerations Parent material Flood plain elevation, if applicable r^ ft S = Suitable for system Conventional Mound In-Ground Pressure AT-Grade System in Fill Holding Tank U = Unsuitable for system ❑ S X U KS ❑ U ❑ S XU ❑ S XU ❑ S k U ❑ S 9U SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench Lj .9 AIM Vo,-,3- /IV j e Li 76 -Z.J vGround •3 ~s-- ayfi 1`0 ~ S.' / / r ~ibr a s -2-:-3 Alp '10 O ft. G ,11/5 y Y✓ .~r ~ . f..~- ' / ~t .Y., al , 71,,77 Depth to /r Seer ~C ✓ '/0 limiting factor « (G in. Remarks: Boring # El /0 I/A _1116 ri j 111t IXT6& C25 Z- :-3 'k Ground 7 +-Y. f . P v_ elev. 91.) '51~y6 'V - I /J ft. S a i 1 S fJ 7r/ Depth to limiting factor c2 8 in. Remarks: CST N (Please Print) Signature Telephone No. w ~i N.s 71S - Y7z - Yyl1 Addr s Date CST Number SOIL DESCRIPTION REPORT Page Of ^ PROPERTY OWNER T- PARCEL I.D.# Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots G~ptft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench Ground D - Y /ri~,•~,Q,~ Tom( /rte IG • L elev. 0 • 7.3 -c- '9," Vy L.) Depth to limiting factor in. Remarks: Boring # Ground elev. ft. , Depth to limiting factor in. Remarks: Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench Boring # Ground elev. ft. Depth to limiting factor in. Remarks: Boring # Ground elev. ft. ' Depth to limiting factor in. Remarks: SBDW-8330 (R. 08/95) - I ~ ~ `V (yam' . ~ J Q 1 U ~ ~ ~ ~ IVY ~ ~ ~ ~D M ~ 11,` # CJ ~ ~ W Q; ~l Z ^1 w Z z PIN w - 0 ° o ~ A. P. w .~170,a9 SO. Fr. 1 m 1 0~~ m N 3.92 ►I AC. O :Z~o a POND W. EL10091 - ' 11 . = . ! o o HI. W. EL.= 1010.3 n1 S.90,00000 W. \ 500,00 O O 1 33' 33 0 0.6 1% POND ! - 2.2 25 I I C= \ 0 „ CA~p~_l NA_L QR ° O ; 8~z~o 200,000 SO. Fr. z 4.59 AC. a loo' o I co 0 F oo i ° 0_ I 0 OD I $ w m 101 ~S:96°99'66~~W-- -~---1 L4 25 _ EASEME NT - - - - - I - /ry L O r 4 w u~ 1 N N V. /0 P. 2950 N J. .J. A.P. O 40D O - - O ~O - O //0,000 s0. Fr. o 2.53 AC. 1 0 O V o 0 - ' W o N; ! ~ a N N N 0 10 0 ° //0,000 so. Fr. A.P o N 25; ~ 2.53 AC. S.90 00`00.... N uvv.vv 15 -4 f Ur/L/TY - - I 4 N a~47'31 00 v' EASEMENT 291.21 _i , ,y N o 9 UTILITY /04, 2/6 SO. FT. loo 2.39 AC. a A.P. I ti G 1 11\\ q~ / ~i OD 5,975 SO. FT 0 66 A.P. 74 AC. ` i9o 33 33~I ` , loo' 1 STC - loo 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 ~ ; . .T A45)") Location of propertyA)E 1/4_IJ,5- 1/4, Section T 31 N-R__/Z_W Township S7i9k PRA► -i - Mailing address Address of site 23~ ZIQ r k 57 i S7A~e ►~~c i'ki e Subdivision name M d Z1A2d RUnJ Lot no. Other homes on property? Yes 1C No Previous owner of property AII~N Total size of property /4 c2rs Total size of parcel 3 Date parcel was created Are all corners and lot lines identifiable? K Yes No Is this property being developed for (spec house)? Yes X No Volume _ and Page Number Jrla 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. SSS/~ 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 off Deeds as Document No. t e of Applicant ~Co-Applicant Date of Sianature flatnFnf ginnatiira STC-105 SEPTIC TANK MAINTENANCE AGREEMENT St. Croix County OWNER/BUYER Z e l -p h1 so,~J MAILING ADDRESS ~f n Nc S7`,~_ 5 oxJ i~2 ti ~5"`~a1G PROPERTY ADDRESS t" f7t , srAk Pry ►';ti e. /j (location of septic system) Please obtain from the Planning Dept. CITY/STATE J`tNP, a.4ig ie , 4j • PROPERTY LOCATION NE_ 1/4, A1,A7 1/4, Section T-,,_N-R__Zy W TOWN OF 5tAR PRA i ,e; e- ST. CROIX COUNTY, WI SUBDIVISION _/1,91&gd Ru,) LOT NUMBER CERTIFIED SURVEY MAP , VOLUME , PAGE, LOT NUMBER Igo c 'ne_ t ;r5VW1' ' 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 maintaine ust be compl and returned to the St. Croix County Zoning Officer within 30 days of the three ear xpi ation v te. SIGNED: DATE: ~jr - _26 St. Croix County Zoning Office Government Center 1101 Carmichael Road Hudson, WI 54016 11/93 02!19.'97 IVED •16_51 _FAX 1 715 386 6,360 ZILZ & ESTREE\ 4002 VOLPRI W ARRA.NTY DEED 555193 Document Number l.t;!~►'~:;i'; C ; , fi fi T. r;F3~1 Co., VYi E FEB 4 1997 Return Address ar 9:45 A. f.~ KRISTINA OGLAND t::xc Zilz, Estrcen & Oblancl P.O. Bdx 359 i Hudson, WI 54016 Parcel I.D. Number. Allen L. Lunde and Pamela E. Lunde, husband and wife, conveys and warrants to Jeffrey M. Mason and Noreen W. Mason, husband and wife, as survivorship marital property, the following described real estate in St. Croix County, State of Wisconsin: Lot 9, Mallard Run in the Town of Star Prairie, TRANSFER Thls Vis' not 'izotihestead property. Exception to warranties: Easements, restrictions and rights-of-way of record, if any. w Dated this =l day of January, 1997. (SEAL) C (SEAL) Allen L, Lunde arnela E, Lunde AUTHENTICATION ~xgnature(#' 411en L. Lunde and Pamela E. Lunde, husband ""and 'wife, authenticated this gt -',rr` day of January,.1997.' Kristina O,glan W V ' tTLE "MEMBER STATE BAR OF WISCONSIN THIS INSTRUMENT WAS DRAFTED ICY: Attorney Kristina Ogland Hudson, WI 54016