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018-1087-72-000
• Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix i Safety and Building Division INSPECTION REPORT Sanitary Permit No: ,. 463175 0 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: City Village X Township Parcel Tax No: Wilzbacher, Brad Hammond Township 018- 1087 -72 -000 CST BM Elev: Insp. BM Elev: BM Description: Section/Town /Range /Map No: /Z_ 2l (Y\ 20.29.17.692 T ANK INFORMATION ELEVA DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. 3.S Septic Benchmark ' fivC % Dosing Alt. BM 7 1din n --• Bldg. Sewer g L " O e St/Ht Inlet 9 / TANK SETBACK INFORMATION St/Ht Outlet TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic _ � � ^ > I �� _._.. Dt Bottom Dosing n ; / �. Header /Man. Aeration Dist. Pipe Z,1. 3S cT P5 Holding 42Lastem Final Grade PUMP /SIPHON INFORMATION 3 �C�S Manufacturer Demand St Cover I � GPM , ' 7- Model Number -C, / _ \ S 77 C �' TDH Lif Friction Loss, Syste m Head T rH , T) 4- 11 1 Forcemain Length. Dia. 1 Dist. to ell / SOIL ABSORPTION SYSTEM BED/TRENCH Width Length No. Of TrerjNhes PIT DIM NE SIGNS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS �� �_ \ SETBACK SYSTEM TO P/L JBLDG IWELL LAKE /STREAM LEACHING Manufacturer: INFORMATION CHAMBER OR Type Of System: UNIT Model Number. . C1 0 k_..? � DISTRIBUTION SYSTEM Header /Manifold Distribution { / x Hole Size/ x Hole Spacing Vent to Air Intake Pipe(s) 6 1 / , V� Length Dia Z Length Jl Dia Spacin 3( SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only Depth Over I Depth Over xx Depth of xx Seeded /Sodded xx Mulched Bed/Trench Center I t �f IS Bed/rrench Edges Topsoil f '*<a u ` ,� es ' No 7 s No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: 1( / 07 / 0 Inspection #2: / / Location: 1644 87th Avenue Hammond, WI 54015 (SE 1/4 NW 1/4 20 T29N R17W) Hammond Oaks Lot 72 Parcel No: 20.29.17.692 RM Description = 5c f +6, C_ � a. o' �_ - qr length , ver = L4 s 1 Yes No tional Information. Date Insep is Signat re Cart. No. Safety and Buildings Division -- County 1 M 201 W. Washington Ave., P.O. Box 7162 consin Madison, WI 53707 - 7162 Sanitary Permit Number (to be filled in by Co.) Departm of Commerce (608) 266- 3 17� S ry Permit Applieatio Ric c state Plan I.D. Number In accord with o 21. Wis. Adm. Code, personal informatio you provide CF�� !o(o`� 3 3_ = s• /p may be for secondary purposes Privacy Law, s15.04 )(m) . Prod Address (if different than mailing address) qumb 441 / \ j I. Application Information P eas�Print All Information ST CR AV 6 ) Property Owner's Na me N� j 9 6-1f) # Lot N Block # Y� - -- -- Property Owner's M ailing Address Property Location �l' l </ Gi _ City, S to Zip Code Phone Number �� �'�'�" _�'�• aectian t a 1d? yijr7 r Jr {hl 0 � / (circle o ) II. Type of Building (check all that apply) S c to r � T �Z N. R or( v j : �^,.`� � Subdivision N Subdivtsn Name CS M Number 1 or 2 Family Dwelling - Number of Bedrooms ❑ Public /Commercial - Describe Use 0 4 Ax L� State Owned - Describe Use _ ❑City_F-iVillageiNTownship of III. Type of Permit: (Check only one box on line A. Compre line H if gpiplica 1 - � e) ® — Ogg — -7Z— . 6 ?2 A. X New System ❑ Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System I B. ❑ Permit Renewal ❑ Permit Revision ❑ Change of ❑ Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Plumber Owner '� IV. T ype of POWTS System: (Check all that apply) ❑ Non - Pressurized In- Ground Mound > 24 in. of suitable soil Mound < 24 in. of suitable soil ❑ At- Grade ❑ Single Pass Sand Filter ❑ Constructed Wetland ❑ Pressurized in- Ground ❑ Holding Tank ❑ Peat Filter ❑ Aerobic Treatment Unit ❑ Recirculating Sand Filter ❑ Recirculating Synthetic Media Filter ❑ LeachiDgChamber ❑ Drip Line l l ravel -less Pipe ❑ Other (ex lain) r V. Dispersal/Treatment Area Information: o t�(.a{u 6 �� � Design Flow (go) Design Soil Application Rate s i Dispersal Area Require (sf) Dispersal Area Proposed (sf) System Ele vation Li 1 lQ VI. Tank Info Capacity in Total Number I Manufacturer Prefab Site Stcel Fiber Plastic Gallons Gallons of Units I Concrete Constructed Glass New Existing 1 Tanks Tanks Septic or Hi an �dQ re S e y Aerobic Treatment Unit Dosing Chamber 4; S B Y r t �- VII Responsibility Statement- I, the und ersigned, assume responsibil for at of the P OWTS shown on the attache plans. Plumber's Na me (Print) Plumber's Si gnature I MP /. PRS Number Business Phone Number - 1 ��ur d a Plumber's Addre ss (Street, City, State, Zip Code) VIII. County/Department Use Only_ Sanitary Permit Fee (includes Groundwater Date Issued Is uin Agent Stgna re (No Stamps �.Appraved El Disapproved Surcharge Fee) 2e , A El Owner Given Reason for Denial /yov. IX. Conditions of Approval /Reasons for Disapproval SYSTEM OWNER: 1 Septic tank, effluent filter and dispersal cell must all be serviced / maintained as per management plan provided by plumber. 2. All setback requirements must be maintained as per applicable code /ordinances. Attach Complete plans (to the County only) for the system on paper not less than 81/2 x 11 inches in size ■ 50;/ e ✓a lua6'on ♦ y 9 nade e Ieda�iO -1 Qen T• p oF�letn/ Sea /e•'/ �-of 7.? f�s+nmon d ChE'S 9' i 98.0' CO rrEour / S c i4dd. %n. o/' lla,. ,marz:l C'r'o K Co., cz /, v if w 11 Proposed ►Ylour at /(,•o8'x iO3.9s' W/5'x?2 C( s' /cei/. I .� I diJfribuf'pn /afWO /Sat " Spa Leda 6 u 3 estrCer, e. .�3 � / wLP ��c� /(os� -r►ar2 mbinmE %urn ' � � � 6e1.4 -rte ems' /li•.� at y�l(ou� M E�ev =97�0' cp P.O . yo 0 14 e . COnd itio all � 6uir<linJ Stw� � 98, 7 98 A pe �� VIS .,, NT pF C ��D N OF SAFery MMERCE BUILDINGS Propo�l h C � Ol iaes < I �— I 5& e ENCE qf5 o� S a co o .. 87 Safety and Buildings 4003 N KINNEY COULEE RD I vi w LA CROSSE Wi 54601 -1 A TDD #: (608) 264 -8777 erce .Wl-gov q www.commerce.wi.govlsbl comet www.wisconsin.90v i , cons' Jim Doyle, Governor Department of Commerce � f ,dJ Cory L. Nettles, Secretary September 27, 2004 ATTN: Alex CUST ID No.227990 ZONING OFFICE ST CROIX COUN TY SpIA 1101 CARMICHAEL RD WILLIAM C SCHUMAR HUDSON WI 54016 1070 SCOTT RD HUDSON WI 540 Identification Numbers OVAL APPR No. 106493 COND ITIONAL *Please n ID • 087 ES: 690 09/27/2006 fer to both identification numbers, PLAN APPROVAL EXPIRES in all corres on dente with Brad the a enc SITE: Wilzbacher 867 164TH Street Town of Hammond St Croix County T29N ROW SE1/4,NWI /4, S20, 1ST Addition Lot: 72, Subdivision: Hammond Oaks, FOR: 983232 Mound Componei R Object ID No.: grade; System(s): R.6/99); Description: New 3BR Design ent Manual Reg factor from original gr SBD - 10573 -p Type: pOWTS Comp depth to limiting onent Manual T m m ' ct p minimum p COMP Oboe Y � Soil mm Maintenance required; 31 m 01 /O1), Pressure Distribution Manual - Version 2.0, SBD- 10691 -P (N Wisconsin nsin Administrative Codes Zabel A -100 Biofilter ce with app as defined in The owner, fiance with all code requiremen A and Wi The submittal described above has been reviewed for conformance t er s.145A , ' Statutes. The submittal has been n bNifor com pliance APPROVED. en OF m d to do so by the Departm No person may en p Wisconsin Statutes, is responsible licensed 1 10 , s hce 0 ) es INVIGIC chapter 1 � l • ( plum in the state unl gage in or work at p ant or use: stats. construction or installation and prior to occupancy SEE The following conditions shall be met during and the "Mound Component roved plans, 01/01). water Systems Version 2.0" SBD -106 ins SB. Ol /O1) "Pressure ea • This system is to be constructede and located in accordance wit - 10706 -P(N Manual for Private Onsite Was ublications SBD Version 2.0" and/or the e with • The pressure network is to b e nual for cons ate O to Wastewater Treatment Sy stems - C M publ i ca ti on 9.6 Design of Pressure Distribution Networks for ST -SAS Distribution p ublication "ssWMp Publ fans and with (01/81) "• sizing methods of p roved p e for Private Onsite Wastewater Manual m is to be constructed and located enD s� but on Compone the enclose app This syste "Pressure publication SBD- 10573- p(R•6199) Treatment Systems ". construction and open to include local inspectors. All permits approved plans, specifications and letter sh all m y in during A COPY °f the pp resentatives of the p rior to commencement of i by authorized rep shall be obtained p required by the state or the local municipality construction /installation/operation. MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Residential Application INDEX AND TITLE PAGE Project Name: Brad Wilzbacher & Jennifer Lennartson 3 bedroom resid ential mour Owner's Name: Brad Wilzbacher & Jennifer Lennartson Owner's Address: Hammond, WI 54015 Prop. Add.: 867 164th Street Legal Description: SE1 /4NW1/4, Sec. 20, T.29N., R. 17W. Township: Hammond County: St. Croix Subdivision Name: Hammond Oaks, 1st Addition Lot Number: 72 Block Number: Parcel I.D. Number: 018 - 1087 -72 -000 Plan Transaction No.: 10 L? q c t 3 -', Y.T.S. Page 1 Index and title ovally Page 2 Data entry WEID RECEIVED Page 3 Mound drawings OM RCE Page 4 Lateral and dose tank NO a LDINGi SEP 2 1 2004 Page 5 System maintenance specifications ' Page 6 Management and contingency plan SAFETY & BLDGS DIV. Page 7 Pump curve and specifications JDENCE Page 8 Site Plan Page 9 Soil evaluation reports Designer: Bill Schumaker License Number: 227990 Date: 09/15/04 Phone Number: (715) 386 -3121 Signature: Designed Pursuant to the Mound Component Manual for POWTS Version 2.0 SDB- 10691 -P (N. 01/01), and SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST -SAS (01/81) Version 3.0 (03/01/01) Page 1 of 9 f Mound and Pressure Distribution Component Design Design Worksheet Site Information r or c R Residential or Commercial Des Note: Sand fill (D) calculations assume a ( ) 9 300.00 Estimated Wastewater Flow (gpd) Table 83 -443 r soil treatment for fecal 1.50 Peaking Factor (e.g. 1.5 = 150 %) colifor of <= 36 inches. 450.00 Design Flow (gpd) j 3.00 Site Slope ( %) 97.60 Contour Line Elevation (ft) I� 31.00 Depth to Limiting Factor (in) 0.50 In -situ Soil Application Rate (gpd /ft Distribution Cell Information 90.00 Dispersal Cell Length Along Contour (ft) = 5.00 Cell Width (ft) 1.00 Dispersal Cell Design Loading Rate (gpd /ft 1 Influent Wastewater Quality (1 or 2) Are the laterals the highest point in the distribution Y J Pressure Disribution Information network? Enter Y or N (c or e) i c Center or End Manifold 2.50 Lateral Spacing (ft) If N above, enter the elevati (ft) 4 Number of Laterals of the highest point. l -- 0.125 Orifice Diameter (in) (e.g. 0.25) 2.50 Estimated Orifice Spacing (ft) = 6.25 ft /orifice 2.00 Forcemain Diameter (in) 85 .00 Forcemain Length (ft) Does the forcemain drain back? Y � J L _ 85.50 Pump Tank Elevation (ft) Enter Y or N 6.50 System Head (ft) x 1.3 13.86 Forcemain Drainback (gal) x 12.10 Vertical Lift (ft) 36.11 5x Void Volume (gal) 1.61 Friction Loss (ft) 49.97 Minimum Dose Volume (gal) ? !j 20.21 Total Dynamic Head (ft) 29.66 System Demand (gpm) / ` Lateral Diameter Selection Manifold Diameter Selection S in. dia. options choice in. dia. options c hoice 0.75 1.25 x _ 1.00 x x 1.50 x x 1.25 x 2.00 1.50 x _ 3.00 2.00 x I 3.00 x _--- - - - --� Gallons /Inch Calculator (optional) T Tank Information 646.00 Total Tank Capacity (gal) 1000.00 Septic Tank Capacity (gal) 38.00 Total Working Liquid Depth (in) LWi Manufacturer 17.00 gal /in (enter result in cell B49) Dose Tan Information Effluent Filter In formation 646.00 Dose Tank Capacity (gal) JZabel Filter Manufacturer 071 0 Dose Tank Volume (gal /in) A100 Filter Model Number Wieser Manufacturer Project: Brad Wilzbacher & Jennifer Lennartson 3 bedroom residential moun Page 2 of 9 Mound Plan View J : 1 / 10 B ; Observation Pipe 3 K T � �1► ; Y5 . A W I ,aB v ��. I L� L Mound Component Dimensions A 5.00 ft E 7.80 in H 1.00 ft K 6.98 ft B 90.00 ft F 9.00 in z 6.26 ft L 103.95 ft D 6.00 in G 0.50 ft J 4.82 ft W 16.08 ft 450.00 (ft Dispersal Cell Area 1013.74 (ft Basal Area Available 5.00 (gpd /ft) Linear Loading Rate 9.00 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 99.85 (ft) —� G ♦ H Z F Dispersal Cell 98.60 ( Invert ( ft ) Lateral 98.10 (ft) —► — Dispersal Cell Elevation E . D . ` 97.60 (ft) Contour Elevation 3.0 % Site Slope Geotextile Fabric Cover Shading Key Dispersal Cell See lateral details on 1� ® Topsoil Cap c a 1.5 ft •ti• Page 4 for number, © 71 /// Subsoil Cap y `g 5 • •.• •. • size, and spacing of ASTM C33 Sand `-° f , F laterals. Laterals are © Z 0.5 ft Typical Lateral Tilled Layer c H �'','. equally spaced from 05 Aggregate o ' �.:-. the distribution cell's � --- A --� centerline in the distribution cell (AxB). Project: Brad Wilzbacher & Jennifer Lennartson 3 bedroom residential mount Page 3 of 9 Center Connection Lateral Layout Daigram Force main connection aria tee or cross to manifold at any point. Laterals are identical UL i P s • = Turn -up wl ba II valve or IE X � I+02 I 02 +l Laterals & force main of PVC Sch 40 clean out pl u 9 per COMM Table 84.30 -5 Holes drilled on the bottom of the lateral. Number of Laterals 4 Orifice Diameter 0.125 in Lateral Diameter 1.00 in Orifice Spacing (X) 2.53 ft Lateral Length (P) 44.28 ft Orifices per Lateral 18 Lateral Spacing (S) 2.50 ft Orifice Density 6.25 ft /orifice Lateral Flow Rate 7.41 l gpm Manifold Length 2.50 ft System Flow Rate 29.66 gpm Manifold Diameter 1.50 in Total Dynamic Head 20.21 Ift Forcemain Velocity 3.03 ft/sec Dose Tank Information Locking cover with warning label and locking device and sealed watertight Electrical as per NEC 300 and - Comm 16.28 WAC 4 in. min. Disconnect Tank component is properly vented Alternate outlet location Forcemain diameter Wieser Manufacturer 2 in. Cap acityl 646.00 Gallons Volume 17.00 9 al /inch A q- Weep hole or anti- Dimension Inches Gallons B siphon device A 18.54 315.23 B 2.00 34.00 C Pu off e levation (ft) C 5.4 92.77 86.50 D 12 . 0 01 204.00 D Total 7 646.00 il D ose tank elevation (ft) 3" Bedding un er tank. 85.50 Alarm Manuafacturer 11-evelArm Alarm Model Number DVL Pump Manufacturer Goulds _ — 1 Pump Model Number X387 EP 05 Pump Must Deliver I 29.66 gpm at 1 20.21 Ift TDH Project: Brad Wilzbacher & Jennifer Lennartson 3 bedroom residential moun Page 4 of 9 i Mound System Maintenance and Operation Specifications Service Provider's Name j Schumaker Phone[ (715)386 -3121 POWTS Regulator's Name L__ St. Croix Cou nty Zo ning Dep I Phone U71 5)386 -4680 System Flow and Load Parameters Design Flow - Peak 450 gpd Maximum Influent Particle Size 1/8 in Estimated Flow - Average 300 gpd Maximum BOD5 220 mg /L Septic Tank Capacity 1000 gal Maximum TSS 150 mg /L Soil Absorption Component Size 450 ft' Maximum FOG 30 mg /L Type of Wastewater Domestic Maximum Fecal Coliform >10E4 cfu /100 mL Service Frequency Septic and Pump Tank Inspect and /or service once every 3 years Effluent Filter Should inspect and clean at least once every 3 years Pump and Controls Test once every 3 years Alarm Should test month) Pressure System Laterals should be flushed and pressure tested every 1.5 years Mound In spect for ponding and seepage once every 3 years Other Miscellaneous Construction and Materials Standards 1. Observation pipes are slotted and materials conform to Table Comm 84.30 -1, have a watertight cap, and are secured in as shown in the mound component manual. 2. Dispersal cell aggregate conforms to Comm 84.30 (6)(i), Wis. Adm. Code. 3. All gravity and pressure piping materials conform to the requirements in Comm 84, Wis. Adm. Code. 4. Tillage of the basal area is accomplished with a mold board or chisel plow. 5. The mound structure and other disturbed areas will be seeded and mulched to prevent soil erosion and help reduce frost penetration. Lateral Turn -up Detail Finished ............... Grade \ 6 -8" Diameter Lawn -0 Threaded Cleanout Sprinkler Valve Box Plug or Ball Valve Distribution Lateral Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Project: Brad Wilzbacher & Jennifer Lennartson 3 bedroom residential mound Page 5 of 9 Mound System Management Plan Pursuant to Comm 83.54, Wis. Adm. Code i General This system shall be operated in accordance with Comm 82 -84 Wis. Adm. Code, and shall maintained in accordance with its' component manuals [SBD- 10691 -P (N.01/01) and SSWMP Publication 9.6 (01/81)] and local or state rules pertaining to system maintenance and maintenance reporting. No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death. Septic and pump tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tanks are no longer used as POWTS components. Septic or pump tank manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8- inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component. Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Stats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code. The operating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet filter shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the fitter when removed from its enclosure. If the filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 1/3 the liquid volume of the tank. If the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. The addition of biological or chemical additives to enhance septic tank performance is generally not required. However, if such products are used they shall be approved for septic tank use by the Department of Commerce. Puma Tank The pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shall be tested.to verify proper operation. If an effluent filter is installed within the tank It shall be inspected and serviced as necessary. Mound and Pressure Distribution System No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mound shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for vegetative maintenance) on the mound is not recommended since soil compaction may hinder aeration of the infiltrative surface within the mound and snow compaction in the winter will promote frost penetration. Cold weather installations (October- February) dictate that the mound be heavily mulched as protection from freezing. Influent quality into the mound system may not exceed 220 mg /L BOD 150 mg /L TSS, and 30 mg /L FOG for septic tank effluent or 30 mg /L BOD 30 mg/L TSS, 10 mg /L FOG, and 10 cfu /100 mL for highly treated effluent. Influent flow may not exceed maximum design flow specified in the permit for this installation. The pressure distribution system is provided with a flushing point at the end of each lateral, and it is recommended that each lateral be flushed of accumulated solids at least once every 18 months. When a pressure test is performed it should be compared to the initial test when the system was installed to determine if orifice clogging has occurred and if orifice cleaning is required to maintain equal distribution within the dispersal cell. Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner, and any levels above 6 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. Contingency Plan If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in proper operating condition. If the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective component(s) shall be immediately repaired or replaced with a component of the same or equal performance. If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface, it will be repaired or replaced in its' present location by increasing basal area if toe leakage occurs or by removing biologically clogged absorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. See Page 6 of this plan for the name and telephone number of your local POWTS regulator and service provider. I Project: Brad Wilzbacher & Jennifer Lennartson 3 bedroom residential mou Page 6 of 9 `�GOULD5 PUMPS Submersible Effluent Pump MODEL g 3871 EPO4 EP05 _ I9 APPLICATIONS • Fully submerged in high ■ EP05 Impeller: Thermoplas- ,N Bearings: Upper ar.d grade turbine oil for tic enclosed design for heavy duty ball bearing Specifically designed for the lubrication and efficient improved performance. cunstruc - 601 ?oliowing uses: heat transfer. ■ Casing and Base: Rugged • cifluent systems thermoplastic design provides AGENCY LISTING _ • -tomes Available for automatic and superior strength and corrosion • - arms manual operation, Auto 5P- C anadian Standards lssuciiuj1 • Heavy duty sump matic models include resistance. • ;Hater transfer Mechanical Float Switch ■ Motor Housing: Cast iron G Pumps ISO 9001 f;egislc•;t tt • Dewatering assembled and preset at the for efficient heat transfer, factory. strength, and durability. SPECIFICATIONS ■ Motor Cover: Thermoplastic FEATURES cover with integral handle and • Solids handling capability: float switch attachment points. maximum. ■ EPO4 Impeller: Thermoplas- n power Cable: Severe duty • Capacities: up to 60 GPM. tic Semi -open design with rated oil and water resistant. • Toial heaos: up to 31 feet. pump out vanes for mechanical • Discharge size: 1' 12" NPT. seal protection. • Mechanical seal: carbon - roiary /ceramic- stationary, BUNA -N elastomers. • Temperature: 04 X40 'Q continuous q intermittent. F (60 40E' 10 • _ METERS T •- -- , Capable of r series 9 30 -- __. _ _. _ .. ___. ._ —� p n g i --r .— � sNn I • Y I 9 $ 25 - - -- - - - -- � -- --- - - -�- - -- 2 dr without dama to F ` �— com o 7 Motor: aw.Z/ •W • EPO4 Singie phase: 0.4 HP7 -f( `-' b 15 or 230 V, 60 Hz, 1550 a _ . _ RPM, built In overload with o 5 t5 _ T _ _ _ _ - automatic reset. a 4 - • EPOS Single phase: 0.5 HP, o EPC_ 15 V or 230V, - 60 Hz, 1550 — - RPM, built in overload with EPO4 utomatic reset. z • rower cord: 10 foot 5 -- +- - - - - -- standard length, 16/3 t S1T01V with three prong grounding plug. Optional 20 ° to zo Q -__ -. - - -_ c - - 5c, crn: foot length, 16/3 S1TW with three prong grounding plug "�9'G���,rr. �'l��nm 0 z 4 6 8 10 12 ],standard on EP05). CAPACITY Goulds Pumps 002 Goulds Pumps �/� ITT Ind tri(I m -i =ctive Sept,2uer, 2002 � - 7 7 3; 71 ( ■ :So;/ e ✓a li a6'o� ♦ E/ci'Sv' � nadP 2 leda�io� Che T•p oF�reen / ca le / _' �/ enC2�b • i455umtal ¢ 12d_ _ /00•x. � Hof 7.Z, f{a.nino // n d ChC�S 81 � 9 i 9B• cornEour / S r /4a� ; Vin, al'/ •.,mor+� O , I St . cro K G., w I I ProposQd YYlou r+d at I&A X 103.9s' ce // Feu i (4) �� I diS tri 6 at.'or) /ad /s at /':r fW ,,y y8 " 7r,',e,'ce5 spa eeda6 ?.53.' iCarce,nain wLP I /Toss -M 1 .�. .: Crade /7 �; i�crR.� s;t:outict• m ,, at yo/ow Stfke. - o � Eley; = 97.20' 9�d cp pO 'W.TS. � � 'S,li. �o o v e . �O12 dition bu;r�r;r� s�wa• ally 98,E ' i APf " DEP ARRT P V D VIS'DN DF SAFETYA DMMERCE B UILDINGS P� 6b e d b S ' a 8 7 FROM :SCHUMAKER PLUMBING FAX N0. :7153963121 Aug. 30 2004 10:20AM P7 ,� -�• OWNM , lumbir4 Lana carao _....___ SOIL DEBMPTION REPORT � ioo z of 3ice PAWEL LDS _ ___ - -- SbvCblre (�OJft' Cola Moltlas �t Wm Boundary � Bed Trench Horizon � Munsw Qu. Sz. Cont. Cola Texture CF. Sz Sh. 1 0-6 10yr3/2 noati I Sil 2rtr sbk mv* as 2f.2m 0.5 : 0 6 � _.. - - -- - mvfr _.. - -_.. - t cw Ground 0.$ 0.6 l f 0. 0.6 2 6 -12 10yr3 /3 none sil 2m __..........- -- - .... elm 3 12.18 7.5yr414 none gr. sil 2msbk mvfr cw if — -- ......_ __ ....... 97.7h r. sil msbk mfr cw - 0 0 .6 4 18 -31 7Syr4 /6 nova. g _._._ —_.._. —.— — 04p1h to P2 - 10yr7/2 - 0.7 0.8 � 5 5 31 -39 7.5yr 1. 7.5)R ^ gr. lm sbk mb i tacbr - -- -•_ _ _ - --T- Remarks: 1_ B ands o 7.Sy r4l4 Is. Ground — _ -- U4W to — - - ....._. fackx Remarks: - - -- • .. ..._... ..._ ... .... ..... ---- ......_..._.._._... - - -- -- Ground Dot to raclor —. Remarks: • . _. _.._. - - -- - - -- — Ground .._..... . —.._ ._. .- -- 8WV Depth to taciw � Remarks: — ,.. - - -... _.... .. ..-- - - -• -- -._ _ FROM :SCHUM4KER PU•UMBING FAX NQ. :7153863121 Aug. 30 2004 10:21AM Pe JD Proposed Rood 1 N i-4 n Contour• LA c W C ontout C ontour 97.7' cn of v N I •i I I :n i Properly L,nr. CO m J� N a M m C) ' V, z i o CS W I CJ o � � � � R `1•' � w A � 3 cn 7s C rrn U i s I m ..,. -- _.._ •.- ._. _ __ Distribution Cell - Concave Deflection Worksheet Wilzbacher / Lennartson 3 bedroom residential mound Lot 72, Plat of Hammond Oaks 1" addition, Tn. of Hammond, St. Croix Co., WI. Site Information: 1. Design wastewater flow: 450 gpd (3 bedroom)(100 gaVbedroom)(1.5 peaking factor) 2. Depth to limiting factor: 31" 3. Land slope: 3.0% 4. Infiltrative capacity of soil at system elevation: 0.50 and 5. System elevation: 98.10' at 6" above 97.60' contour. Dispersal cell sizing 450 sq.ft. required (450 gpd / 1.0 gpd/sq.ft. ASTM C33 med. sand) Cell length (B) 90.0' Cell width (A) 5.0' Dispersal cell deflection: 1. Percent deflection: (7'deflection/88' down slope effective cell length)(100) 7.95% 2. Adjusted cell length: [(7.95% x 0.00265) + 1] x 90' contour effective cell length= 91.90' 3. Actual cell length along contour = 92.00' Pg. 10 of 10 Wisconsirl Dopartment of Commerce SOIL AND SITE EVALUATION Page 1 of 3 Division of Safety and Buildings in accord with Comm 83.05, W is. Adm. Code Gustum Septic Service Attach complete site plan on paper not less than 8'/2 x 11 inches in size. Plan must County include, but not limited to: vertical and horizontal reference point (BM), direction and St. Croix percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D.# APPLICANT INFORMATION - Please pri /T'1 ewed By Date oZ Personal information you provide may be used for seconda utpo'ses (YOWY raw `s. f5. (1) (m)). l J �, ) Property Owner 4 Property Location Humb Land Corporation i ' Govt. Lot n/a SE 1/4 NW 1/4 S 20 T 29 N,R 17 W Property Owner's Mailing Address t Lot # Block # Subd. Name or CSM# [S f 332 Minnesota Street, Eas 1404 _ s t;.,, : n/ Ham OaksJND Addition City State Zip Code PhoneNumber - City, y' Village ®Town Nearest Road Sa Paul MN 55 101 651- 222 - 5W5 Hammond 160Th Street New Construction Use: Residential / Number of bedroonk& 3 [:]Addition to existing building ❑ Replacement Public or txrfnmercial descp e Code Derived daily ow 450 " y gpd ecommended design loading rate •5 bed, gpd/ft .6 trench, gpdfft Absorption area required 900 bed, ft 750 trench, ft Maximum design loading rate .5 bed, gpdKe .6 trench, gpd Recommended infiltration surface elevation(s) along 97.6 contour ft (as referred to site plan benchmark) Additional design / site considerations BM 2 = 97.2' Parent material ground moraines Fkxxf plai n elevati if appl icable n/a ft S- for system Conventional Mound In- Ground Pressure AT -Grade System in Fill Holding Tank U= Unsuitable for system ❑ S M u M S❑ U ❑ S® U ❑ S M U ❑ S ®U L] S M U _j SOIL DESCRIPTION REPORT Vk12 .2aDI Horizon Consisten Boundary Roots Depth Dominant Color Mottles Structure PDT Texture Boring# in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench 1 1 0 -9 10yr2/2 none sil 2msbk mvfr as 2f,lm 0.5 0.6 , (� 2 9 -22 10yr3 /3 none sil 2msbk mvfr cw if 0.5 0.6 Ground 3 22 -31 10yr4/4 none sil 2msbk mvfr cw - 0.5 0.6 , elev - - 97.2'ft 4 31 -34 IOyr4 /6 none gr. sil 2msbk mfr cw - 0.5 0.6 .l Depth to 5 34 -40 7.5 4/6 c2 - 3p 10yr De - - p yr 7.5yr5/ 8 gr. sil 2msbk mfr 0.5 0.6 limiting factor 34" _ 34' Remarks: Z 1 0 -9 10yr3/2 none sil 2msbk mvfr as 2f lm 0.5 0.6 , 2 9 -19 10yr3/3 none sil 2msbk mvfr cw If 0.5 0.6 Ground 3 19 -28 1Oyr4 /4 none sil 2msbk mvfr cw - 0.5 0.6 elev 97.7' ft 4 28 -35 10yr4/6 none sil 2msbk mfr cw - 0.5 0.6 Depth to 5 35 - 42 1 Oyr 5/6 c2 - 10yr7/2 - 7 �yr5 /8 sil 2 m sb k mfi - 0.5 0.6 limiting - -- - - - - factor 35' Remarks: CST Name (Please Print) Signature: Telephone No. Tom Gustum 715 - 658 - 1344 Address Gustum Septic Service Date CST Number Ref# N13450 937th St., New Auburn, WI 54757 3/1/00 227618 1180 I PROPERTY OWNER: Humbird Land corporation SOIL DESCRIPTION REPORT »eo Page 2 of 3 PARCEL LD.# - -- -- - -. _. Gustum S- ptit'Seivim Depth Dominant Color Mottles' structure GPDIft Cont. Color Honzon in. Munsell Qu. Sz. Texture sistence Boundary Roots -- Bed Trench 3 1 0 -6 10yr3 /2 _ none sit 2msbk mvfr as 2f,2m 0.5 0.6 2 6 -12 10yr3/3 n sit 2msbk mvfr cw if 0.5 0.6 .4 Ground -- -- - - -- — - _.— .- -._.._ — _ elev 3 12 -18 7.5yr4/4 none gr. sit 2msbk mvfr cw if 0.5 0.6 , 97.2' ft 4 18 -31 7 .5yr4/6 none gr. sit 2msbk mfr cw - 0.5 0.6 Depth to f2 -3d 10yr7/2 - _ limiting 5 31 -39 7.5yr4/6 1. 7.5yr5/8 gr. Imsbk mfr - 0.7 0.8 factor 31' Remarks: 1. Bands of 7.5yr4/4 Is. Ground elev Depth to limiting factor Remarks: Ground elev Depth to limiting factor Remarks: Ground elev Depth to limiting factor Remarks: _ __ i +r I , W c Pro osed Road C ontour 97.2' N a N C ontour 97.6' Contour 97.7' 0 0 cn � o a CD c O J O O L Property Line m II r cn FT �JD I IV 1 � � CD O � I CD CD z Cz mo o o 71 C/� C /1 z O W o m O o z m CD n r n m n 3 Z o n n n �v, o 0 ° �o�v r� CD CD CD m � m FROM :SCHUMAKER PLUMBING FAX NO. :7153863121 Oct. 06 2004 04:49PM P2 ST CROOL COUNTY SSMC 'LANK AORERMBNT AND OWNBRSHIP CERTIFICATION FORM Owwmuyar �enna.r ' r Wft Addnn 1/6 04Z Z (Vatfttft t0(l{ bw hm rknaft Depatownt (a a - w mow rt d"F H0~-vwa014i � ' Ckystaft Parcel Identification Number PRP" Locado®z:2�) y, It'&) y., Sm , T a Y_RY__7W, Town SttbdiVW= C sf / #!Z?,. CWWW SUI-M Hap p �. �— volume # Wtt my Deed # 3 Z S3 volume 2 �� . Page # 2 Sim hmm ❑ Ya 8no Lot times idandfittble e O no Itttpropee ttse and M&Weoanoeof your septic systeea could "dt is its p ren atw tsihwe lo bl Wk vrasw. proper tM bUsaam o0 atltoot d+e lea of tda� optic t� wwY date � er socam if needed by a tioewd pumper What yet pst b o the Mm tack as a tteaf:aoot sup in is the wasse disi+osat system. The pmpwty owner a grw to t *N* tv St. Croix Z*W% Depset•e M a owdfind a fa34 WVAd by the oww and by a �M�attea,�roeymmptuaobe� rwl[icled ptumberor a lieemedppsspetvotilyioS dmt (I) the aa�wasaewatasdispoat system Y is ptopat opstaft vM&tio4 sad/ar (Z) aftw "on •od i (if avomwY). tde sepde 4dc 4 k= *= 1/3 tau of stwdp. yw# rite umdet'PW have teed the *M wIdtemoma and agroe to tasiotsin the private sewage dbpoesl aytamt with the Naada4 • a fft* bM* to sat by dio Deparlmeat of Caatmwoo sat turd Depatttaoat of Natural U mtes, lute of aReo ubL Oetofficatton " dW YOM Wiltic systast des been mamtaiaed must be ooeotdeW and returned to Un St. tie County Za ft Olfloe within 30 days of do am you 00 01W debt. OF ._.:— /o 21 6 Y SEWATOW I.I �.�_ DATE t (we) o gd* rust all astemtaat ON this fwm aye true to 160 best of my (ow tmomtedso, I (wee) am (are) the owoet(s) of deaetibed above.► v� ,* a a decd record is Register of Deg& Office. - n= op 70 l ai 0Y DATE •••••• Amy im6otmt►tiaa that b a�da �eptvseatedtgay t+0wtt in We saaiuey pexmit belgg eeueoited by We zodnp Depatmaut, • •• Iadads Mth ddts ap41itea6n; a ataaspM vVIR120ty dood fkan duo Rftbw of Dgo I OW of do oe "W PAM pip If tadeceoee IA seeds It 110 we UMMy deed 773253 p U... •, V l uu . f p U 9 STATE BAR OF WISCONSIN FORM 2 - 1998 KATHLEEN N. MALSII REGISTER OF DEEDS WARRANTY DEED ST, CROIX CO., W1 Document Number RECEIVED FOR RECORD This Deed, made between M erlin Lan d, LL a Minnesota Limited 0 9/@2/200 , } 09s30AN Liability C ompany — -- ----- WARRANTY DEED EXEIPT i Grantor, and Brad R. Wilzbacher and Jennifer L. Le REC FEES 11. TRANS FEE: x9.70 -- COPY PEE: — — CC FEES _ ` — - -- PAGES: 1 Grantee. Grantor, for a valuable consideration, conveys and warrants to Grantee the following described real estate in St. Croix County, State of Wisconsin: Recordin Area Name and Return Address Lot 2 am mond Oaks Ist Addition Su bdivision,Town of Hammond, St G F�' 45 County, Wisconsin 018 -1087- 72-000 _ Parcel Identification Number (PIN) — This is not homestead propeny. (is) (is not) Exceptions to warranties: Subject to notes, easements,resuictions,covenants and rights of way of record, if any, including but not limited to those for drainage,water retention ponding,and or utilities as may be shown on the plat of Hammond Oaks 1 st Addition Subdivision recorded in Vol. 8 of Plats, page 25, St Croix County, Wisconsin.The warranties of this deed, either expressed or implied are limited by the grantor to the grantee, or anyone in the chain of title, to an amount not to exceed the consideration expressed herein, that being the stun of $29,900.00. Dated this 26th day of August 2004 Merlin Land,LLC •-- --- •---- .� ---- -- * by President • . Austin J. Baillon AUTHENTICATION ACKNOWLEDGMENT STATE OF WISCONSIN ) Signature(s) ) ss. - -- Ramsey County. ) - -- Personally came before me this 26th day of authenticated this - -_ day of _A ugust 1 2004 the above named -- Austin J. Baillon * --------------- TITLE: MEMBER STATE BAR OF WISCONSIN (If not, to me known to be the person(s) who executed the foregoing authorized by — §706 06, Wis. Stats.) instrument and acknowledge the same. THIS INSTRUMENT WAS DRAFTED BY — PAUL A. BAILLON Paul A. Banton, Attorney at Law ' Paul A. Baillon NOTARY:�T Notary Public, State of W' (Signatures may be authenticated or acknowledged. Both are not My Commission is permanen . no s • necessary.) January 31 2005 ) *Names of persons signing in any capacity should be typed or printed below their signatures WARRANTY DEED STATE BAR OF WISCONSIN FORM N*. 2 -1990 INFORMATION PROFESSIONALS COMPANY FOND DU LAC, Wl 80("Si -2021 HAMMUNU UAKS t I AUUI I IUN Hammond Oaks Offers country lots at affordable prices - all conveniently located close to Hudson and just 30 minutes from Downtown St. Paul. Come enjoy the great views and variety of building sites. Other features include natural gas, buried electric and covenants. Call today for more information j 28e.3.' -- 169.48' 160.00' 66 152.00' 152.00' 152 -00' 16&3t' 622.58 II I -- 624.31' •LCLV69 LOT 4 So a LOT 70 I ° a l I OT 72 N ` C. 13 P s 1.00 Acres u 1.05 Acr s '" " ° C. , LOT 75 4i3769 sq. n 1.06 Acres o 45918 s n I H , Gres u LOT 73 `1 LOT 74 L 45957 sq. II J q• , 14 14 1 4 638 sq. rl Acres 1.00 Acres - 1.00 A N 1.11 Acres L ^` n a N 43650 sq. It w 4'3661 sq. 11 48339 sq 11 1 LOT 68 =o I a ' � I N I f1 M �;^ �• V _ l 1.00 Acres � � 10 Sol O`oM �� 43729 sq, it I L - -J 1 JT JJ' 1 160.00' J I 152.00_ 152.00' iiL'_00' �_ _ s89'45'08'w 218.13 ; ' 8 AVE. u 589 624.17' _ of N u D `O i 589'45'08 "W 216.29' 569'45 624.14' - 3 LOT 67 1 51.29 - -162 396.76 ,00' - - r -- - 227 -38' - - 75,5,57 t ' 1.00 Acres _ - / -- - N I „ r ORAIMAG[ AM - ttl.54'� g, g. -Ell 76•. q Ct HIGH WATER 6 �) 1 ENr ry T r, 619 /.ores 43594 5 II C 1 %,. � °1 � 8194 ::q. It u ko - I v 'b i ELEVATION' 1079.00 u 9 LOT 65 N LOT 64 ti ! � . 't 1 L• ` SO ..._. S 1 I w to 1.01 Acres 1.OJ AcreB �` 1 � - - 157_58_. - - 95.16' s)) I - WT 66 = 4:1918 sq. _fl m - - 45017 sq. fl I "8873'16 "E 247.74• s2' 'a4, 2 0.04. I 1.00 Acres I I I I g1.4s. 0) 1 43672 sq. It J _ N •1 •'J� �� J` p m I e 8 8 ' . LOT 77 JJC J�; >� 1,52.6?. 2 N 1 O I =' =' 1 2.33 Acres 0� i. 5.03' 165.20' 162.00' JO T I 01317 sq It 30' oaA:vAce J N89'45'OB'E ;295.37' 0 1 147.00' EASEWESI \ W 148.77' "E "89'45'08 727.20' 1 S o ' n - \ / r LOT 63 ° ! �+ i L'OT 78 h� % 4 ro J soasov2 ry u 1.03 Acres 1. 92 Acres SO (� tie / y. ♦ 57. it ., N 44923 s o A ft ) 1 I I 63873 sq. it ° l a ()O\ I 37' :7 I o �; see ss'0r LOT 60 LOT 61 N89vsoe' 6. O' /, /n LOT' 79 097 j' N 2.66 Acres 1.09 Acres C i r e 116775 sq. it 1 1.11 Acres 1 N'x47414 sq. It SO ` \ sJ 3 / 1 ^' 48227 sq. It t 16.81' \ ' - _ / J u LOT 62 N t 1058'19'w - ` 'I / ! Ov S ' O �d 1 UISQId 1.cres 14(05669 e 9 _ \ 9 \ / / r W 51896 19 A sq. it ` 7 Q �� 76.4 ti J 150.70' $ 14 7.0 1 115.47 ?t S Zf �i 1 1 _ _ 4b 5e945'23'w 417.14' u 86TH AV ENUE S89 412.97• u Q 2 . a (p Z 0i'� LOT 81 \ ° 3 1.99 Acres LOT 85 LOT 84 LOT 83 - LOT 82 86466 sq I1 LOT 80 u. Q t 1.01 Acres r4 . 1.01 Acres ,� 1.07 Acres J 1.60 Acres O 0 O 2.95 Acres $ 44091 sq. 1l $ #4090 sq. it 46793 sq. it ° 69827 sq. it 1 128412 sq. it b I 00 5`7 0 5`71800 '15R19 i 5 � -7y,R� 146.00' 1 1 146.00 168.16' 147.80' 149.92'. :. 54.77' -_.. __.... Not drawn to scale The descriptive information set forth above is from sources deemed to be reliable, but no warranty is made as to the accuracy thereof. UNPLATTED LAND 1000"* AAWW A"W" **WNW ~Nw *gft"� *wo� .00- moft- T SE1/ 4—NW-1/4 LINE OF SEC 20 S 89#43"29** W 1312-89 -- - - ----------- I (>O 00 W o 152-00 LOT 7 O T 7 1. q 00 A .� LOT sq. ft f 4 4 638 log 4361i Y 160. 00 152 .00 # �. MA X 8 7TH A ►* '* 216.2 1'6 , 227 d,......