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261-1304-02-100
Wisconsin Departmerft of Commerce PRIVATE SEWAGE SYSTEM Safety ancrBuilding Division INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)}. 'ermit Holder's Name: X City Village Township Spring Point City of New Richmond :ST BM Elev: Insp. BM Elev: BM Description: /as 1 Q -3 GST FANK INFORMATION D t, — ELEVATION DATA TYPE MANUFACTURER IF CAPACITY FS ELEV. ZG Septic 1660 F riction LOSS y em e Dosing D !o / 6n F; t "n 2.0 164 L SZS la. , z H olding 93,9( t t n et TANK SETBACK INFORMATION MrW!�M BS eman GPM FS ELEV. ZG mm m=.= E�P � I F riction LOSS y em e MMIMA D !o / 6n =�= ng i 55 la. , z 9.7( 93,9( t t n et l I• b C ft.�7 t Outle PUMP /SIPHON INFORMATION /-" L- anu ac urer BS eman GPM FS ELEV. ZG m odel um er E�P � I F riction LOSS y em e ,%, IT-5 D !o / 6n , ng i 55 la. , z 9.7( JIIFIL A00UMl I IVN J T J 1 GIYI County: St. Croix Sanitary Permit No: 488174 0 State Plan ID No: Parcel Tax No: 261- 1304 -02 -100 Section/Town /Range /Map No: 24.31.18.2320 STATION BS HI FS ELEV. Benchmark a - 3 CST 3.1 /63.(P /De Alt. BM 6n Bldg. SAwer ypt: Of SySte: it. 9.7( 93,9( t t n et l I• b C ft.�7 t Outle DFI Dt B ottom 1� • gg .7q H eader/Man. Z. ]D ist. Pipe o. b ys t em F inal Grade !dd bt� over 3 ' S$ !� • a�j DIMENSIONS 3 /IZ F " , V s rs (r INFORMATION CHAMBER OR UNIT ypt: Of SySte: it. vIJ 1 RIOU 1 wry J T J I GIYI G Ai 7 S( T'Rd-o&_A,_ Length a Dia Pipe(s) ength �' Dia Spacing ` v ` V s rs (r JV11I. vvr G.JN x rressure Jysleltls Willy wn nwu..Y .... .,. - v. - ...,....,. _..., _ . Li 1—P11. evel f F BedlTrench Center 3 • d 1 Bed/Trench Edges \ Topsoil \ Yes No Yes No GOMMtN I,: (Include code discrepencies, persons present, etc.) Inspection ;F i s 111�Nw�uv. ". — Location: 1360 200th Ave a New Richmond, WI 54017 (SW 1/4 SE 1/4 24 T31 N R18W) NA Lot 1 Parcel No: 24.31.18.2320 1.) Alt BM Description = ') 1 Go v 4 L. L.1 e-e. 4- 1.0 5 a V\ 2.) Bldg sewer length = $y - amount of cover = , 5 Plan revision Required? ) Yes No Use other side for additional information. -Z(0 D �O Sig - Si0 - - SBD -6710 (R.3/97) J b� A T Irk Ivisconsin Safety an ut 1 201 W. Washi on Ave., P.O. Boy.7162 County M adison, --- it Number (to be filled in by Co.) Department of Commerce (608) X66- CEfV D 1 7 Sanitary Permit Application State Plan D.Number Z J g 3 9 In accord with Comm 83.21, Wis. Adm. Code, personal information you rovidMAlr Q 9 006 Project Add ss (if different than mailing address) maybe used for secondary purposes Privacy Law, s15.04(l)(m) UN7Y I. Application Information - Please Print All Information Property Owner's Narpe Parc # d Block # D 95-- (7� Property Owners Maili Address ` Prope< Location 5 7 ` Q 5 %, S� '/4, Section City, State Zip Code Phone Number c � U S Z 03 G OZ DaO ) / 'rcle T 3 ( N; R E W C 3�0 I1. Type of Buil g (check all that apply) Subdivision NameSM f04 � )143 Q 1 or 2 Family Dwelling - Number of Bedrooms 92ublic /Commercial -Describe Use tr V ❑Village Town ip of ❑ State Owned- Describe Use LJ (� a e c ity_ - fl III. Type of Permit: (Check only one box on line A. Complete line B if applicable) a g - A. )Iew System ❑ Replacement System ❑ TreatmenUHoldin Tank Replacement Only g p y ❑Other Modification to Existing System g Y B. ❑ Permit Renewal ❑ Permit Revision ❑ Change of ❑ Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Plumber Owner IV. Type of POWTS System: Check all that appl k - 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 ❑ Leaching Chamber ❑ Drip Line ❑ Gravel -less Pipe ❑ Other (explain) V. Dis ersal/rreatment Area Information: Design Flow�(gpd) Design oi l Application at (gpdsf) Dispersal Area Required (s Dispersal Ar / a Proposed (sf) System Ele % Vi. Tank Info Capacity in Total Number Manufacturer Prefab Site Steel Fiber Plastic Gallons Gallons of Units Concrete Constructed Glass a 52 6QP New I Existing Tanks Tanks r d Septic or Holding Tank / d ® -- Aerobic Treatment Unit Dosing Chamber VII. Responsibility Statement I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) Plumbe ignatur P PRS Number Business Phone Number Y t!, © 35' 7 his -a e- s -- Plumber's Address (Street, City, ate, Zip ) t� -�� l�L S 60 / I A VII oun / e artment Use Onl Approved ❑ D Sanitary Permit Fee (includes Groundwater Surcharge Fee) Date Issue Issuing ent Signat Stamp OO for 11 O n Reaso Denial IX. Conditions of Approval/Reasons for Disapproval n n ; c 1 I n C6 � 41 c� lit SY STEM OWNER: 3� �1L, o �S 1. fflu tank, effluent filter and I I dispersal cell must all be. servites / l- maintained el as per management plan provided by plumber. ^�, �- 2. All setback requirements must be maintained as per applicable code / ordinanc4s. Attach complete plans (to the County only) for the system on paper not less man Brit x 11 mcnes in size SBD -6398 (R. 01/03) r _ HEb ELIEVATiON 1 f � 1 I ( / D m {; C ; A 0 n I ? m i 1 x x B 2 S B 3 1 C: m < ou � 7 1q% C: rn � B 4��1'i� i�'I�j i} �� 1 E� ����1{ �� I�141 Sir��1�'� ��'I Hill 1 ���� �� Ll Ll 2" 1 200 -j uj M NUE Jy m In "n C m 0 11 r (D 0 zN m 0 M NUE Jy m commerceml.gov isconsin Department of Commerce Safety and Buildings 10541 N RANCH ROAD HAYWARD WI 54843 TDD #: (608) 264 -8777 www.commerce.wi.gov /sb/ www.wisconsin.gov Jim Doyle, Governor Mary P. Burke, Secretary May 04, 2006 CUST ID No. 220357 BRADY J UTGARD UTGARD PLUMBING & HEATING 110 KELLER AVE N APT 112 AMERY WI 54001 -1034 ATTN.• POWTS Inspector ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 05/04/2008 Identification Numbers Transaction ID No. 1259396 SITE: Site ID No. 710712 Spring Point Project Please refer to both identification numbers, 1360.200TH Ave above, in all correspondence with the agency, Town of Star Prairie, 54017 St Croix County SWIA, SE1/4, S24, T31N, R18W .0 . .T.S, lty FOR: Description: New conventional system, 5 employees, 2 laundry loads /day and 6 floor drainsZ u11� D Object Type: POWTS Component Manual Regulated Object ID No.: 1070732 r o Maintenance required; 377 GPD Flow rate; 120 in Soil minimum depth to limiting factor from orig P VkJ3AJ P0 � System(s): Conventional POWTS Component Manual, SBD- 10567 -P (R.6/99); Commercial Syster>�f The submittal described above has been reviewed for conformance with applicable Wisconsin Administrate Co and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. This system is to be ES�pNpEN constructed and located in accordance with the enclosed approved plans and with the component manu q COBRA referenced above. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible compliance with all code requirements. No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06, stats. The following conditions shall be met during construction or installation and prior to occupancy or use: Key item(s) • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. In addition, the owner must insure that the operation, maintenance and monitoring duties as described in the "In- Ground Soil Absorption Manual System" are complied with. A copy of this information must be given to the owner upon completion of the project. • This approval does not include plans for the general plumbing systems or sewer piping leading to the septic/holding tank that may be required for this project. See section COMM 82.20, Wis. Adm. Code, to determine if plan submittal and approval is required. • The plumbing for this project discharges to a private sewage system. The approval covers only domestic /sanitary wastes directed into this system. The Department of Natural Resources (WDNR) must be contacted regarding the treatment and disposal of all industrial wastes, including those combined with domestic /sanitary wastes. • Comm 83.02. This approval covers only the domestic wastewater directed into the POWTS. The Department of Natural Resources must be contacted regarding the treatment and disposal of non - domestic wastewater, including those mixed with domestic wastewater. Please refer to the following website for more information: hqp: / /www.dnr.state wi us /org /caer /cea/compliance /auto /wastewater htm #septic BRADY J UTGARD Page 2 5/4/2006 • A component specified in this POWTS design requires servicing at an interval of 12 months or less. Pursuant to s. Comm 83.21(2)(c)5, Wis. Adm. Code, if any part of a POWTS requires servicing or maintenance at an interval of 12 months or less, a notice of the need for such servicing or maintenance must be recorded with the deed for the property. If the maintenance or service notice has not been recorded, a sanitary permit can not be issued by the sanitary permit issuing agent. • The gravel -less system components must be installed in accordance with the manufacturer's printed instructions, the plan approval, and ch. Comm 83, Wis. Adm. Code. If there is a conflict between the manufacturer's instructions and the plan approval, the plan approval and code requirements will take precedence. • The designer proposes to install an outlet filter to achieve the requirement of wastewater particle size. Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the septic tank outlet filter will be required. The outlet filter shall be installed per product approval stipulations. Reminder • Materials shall conform to the requirements of COMM 84. • Surface water drainage shall be diverted away from the system area. • Maintain well and waterline set backs per COMM 83.43(8)(i). A copy of the approved plans, specifications and this letter shall be on -site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/installation /operation. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter to the owner and any others who are responsible for the installation, operation or m ' enanc of the POWTS. Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 Patricia L_S' POWTS Plan Reviewe ; Intc (715) 634 -7810, Fax: (7 pat.shandorf @wisconsin.gov d Services 150, M -f 7:45 am - 4:30 pm WiSMART code: 7633 cc: Leroy G Jansky, Wastewater Specialist, (715) 726 -2544 Wisconsin Building Safety Week is May 7 -13, 2006. Codes, Design, Plan Review, Permits, Construction, Installation, Inspections - All part of protecting the health and safety of people in Wisconsin - All part of supporting the quality of communities and the value of properties - http://commerce.wi-gov/SB/SB-DivBuildingSafetyWeek2006.html POWTS DESIGN INDEX AND TITLE PAGE Project Name: Spring Point Owners Name: Spring Point Owners Address: 30 South Tenth Street, Suite 300, Minneapolis, Mn.55403 -2012 Legal Description: SW 1/4 SE 1/4 S24 T31 NR18W Township: Star Prairie City of New Richmond County: St. Croix Lot Number: 1 CSM: Vol 20, Page: 512D Parcel I.D. Number: Page 1 Index and Title Page 2 System Calculations / Sizing Page 3 Septic Tank Sizing Page 4 Dose Tank Cross Section Page 5 Chamber Cross Section Page 6 Filter Spefications Page 7 Contingincey Plan Page 8 Contingincey Plan Page 9 Pump Curve and Spesifications Page 10 Plot Plan Page 11 Siol Test Signature: License N ber: fln 36-7 Phone Number: '71 905 1 ;1" Page 1 of 11 p.2 System Calculations / Sizing 5 Employees @ 13 GPD = 65 GPD 6 Floor Drains x 25 = 150 GPD 2 Loads of Laundry 2 x 18 = 36 GPD 65 GPD + 150 GPD + 36 = 251 GPD Design GPD 251 x 1.5 376.5 GPD Drain Field Sizing 376.5 GPD E 0 .7 = 537.85 Sq. Feet Infiltrator k- =19.1 Sq. Foot er chamber o sed 1 -28 Chamber Tren 28x .1 = 534.8 Sq. Feet 1 Set of end caps @ 5.8 Sq. Feet 5.8 x 534.8 = 540.6 Sq. Feet 540.6 Sq. Feet of drain field area proposed ..'r Septic Tank Sizing 3 '74p,.� -22-9 GPD x 2.088 = 473 - 3 , fJallons Proposed using Wieser 1000/ 600 Lp Page 3 of 11 Wllirlpoolg Horne Laundry - BEST Selling Brand in the World" X F ,3%. Whirlpool® GE® Duet"" (GHW9150P1 rwrvua�s;n, usame washer Ca ci !y (IEC )*** 3,8 cu. ft. 3.7 cu. ft. Energy Use (EneQy Guide)**** 180 kWh 239 kWh Water Use- Annual * * ** 5,912 gallons 5 785 allons v Avera a Normal Cy cle**** allons 6 all 14.7 gall ons Savings r year vs- conventional washer * * * ** X9.1.70 Maximum Spin Speed 1 m 1 000 r m Normal Cycle Time -10 min, 74 min. uick C cle Tlme 25 min. 38 min. Heater Optional Pedestal No Yes Height 10' & 13 12" Catalyst Cleaning 38" 41 Cradle Clean Yes No Add -A- Garment Indicator Yes Yes Y No Stainless Steel Thickness No Metal Base .031" .024" Yes Plastic Base Dryer Dryer Ca pa GEW9250P DBVHS12EF Lint Screen 7.0 cu. ft. 7.0 cu. ft. 4 Way Dryer Ventina 84 s . in. 39 so. in. Normal Dry Yes 4E 3Gas 3a min• None -Mixed Load 57 Q uick Dy min. Vent Length 2 -90° elbows rigid duct 77 rl+in• 44 Feet 33 min. Dry Rack 45 Feet Plprl 273 s in. 230 sq. in. *TWICE magazine, August A, 2005 * * Buromonitor Brand Shares Study,2003 ** * Agitator -basod machine mluivalent earracity ** * *Bas0d on WE standard of 392 loads per year * " "Ammual energy and water savings vs. conventional washer using LX)E test procedures bused on 2004 pries 2Y 't?;(,G S. Arr.er;r, W i &4 )r,I 3Ri I 6 -d COMBINATION SEPTIC/DOSE CHAMBER TANK & PUMP SPECIFICATIONS PER COMM 84.25 CODE CHANGES 2/1/2004 Covefulb � (tpplC>i of 3a > , y , , Access tlpe&g. aet top of aver, east eAmd to a pelt m greater than r Qehm Grace . Wax*w Access Opeahy, ad top of aver, east eiteai at h:sst 4' Above Foddmd mk 0 � Ape Finishc — 0,vw tAp I Grade If'm ' 9 � Access 1 L 1 1lum oyh Z ~ )plop t A " ;4wzoVEA FiP6 3 Pr oN`ry Sotia So/� C 3 ", arq raw- .e w/;�h e¢n-fer 2 N /atuer VAAh Pd�es s pTMA Ov * ae i � o n ovvls/de W01 SPECIFICATIONS TANK MFR: LLUA"-1. TANK SIZE: "SEPTIC 1 GAL. REQUIRED DISCHARGE RATE GPM DOSES PER DAY: 3 DOSE VOLUME: 11 41 GAL. - (INCLUDES FLOWBACK & <20% OF DWF) CAPACITIES: A = NCHES = 3- o30GAL. B = — 2 — INCHES =, -�, AL. C= �.$Cd NCHES = GAL. D= _INCHES = PUMP & ALARM WIRING PER COMM 83.43(8)(e) VERTICAL DIFFERENCE BETWEEN PUMP OFF & DISTRIBUTION PIPE (LIFT) = 9 FT. MINIMUM NETWORK SUPPLY PRESSURE (DISTAL & NETWORK PRESSURE) = + FT. L10 FT. OF FORCEMAIN x . 4 FTJ100 FT. FRICTION FACTOR ...... = +' v A1 FT. TOTAL DYNAMIC HEAD (TDH) _ ,Y FT. INTERNAL TANK DIMENSIONS: LENGTH 150"; WIDTH ; LIQUID DEPTH JLfl MP/MPRS SIGNATURE: LICENSE NUMBER: f � V 9s035'7 DOSE & 0 0 GAL. ALARM MFR: olLd MODEL # Switch type: PUMP MFR: MODEL #: ,E P o y SW ITCH TYPE: AAe.,4.� . REQUIRED DISCHARGE RATE GPM DOSES PER DAY: 3 DOSE VOLUME: 11 41 GAL. - (INCLUDES FLOWBACK & <20% OF DWF) CAPACITIES: A = NCHES = 3- o30GAL. B = — 2 — INCHES =, -�, AL. C= �.$Cd NCHES = GAL. D= _INCHES = PUMP & ALARM WIRING PER COMM 83.43(8)(e) VERTICAL DIFFERENCE BETWEEN PUMP OFF & DISTRIBUTION PIPE (LIFT) = 9 FT. MINIMUM NETWORK SUPPLY PRESSURE (DISTAL & NETWORK PRESSURE) = + FT. L10 FT. OF FORCEMAIN x . 4 FTJ100 FT. FRICTION FACTOR ...... = +' v A1 FT. TOTAL DYNAMIC HEAD (TDH) _ ,Y FT. INTERNAL TANK DIMENSIONS: LENGTH 150"; WIDTH ; LIQUID DEPTH JLfl MP/MPRS SIGNATURE: LICENSE NUMBER: f � V 9s035'7 N rr�� SL �z N 2 y Y VIE C7 2I O A —� 4f to C N � N V 2= m C 1 i f f �# i ^pro UPORsgs1 ray -_ N� O� OQ p�NQOp� o mMl R z � � m 8 9 F 70 m I i 4 ff A N�M141 raigpl f1u1a� 3s794 A1� JONUAW 2 1 � � wl�►ivoo /soa --� R MPPC MAWAL REV. %M. 2M pc, 1 � 64 /) i e --1 J � O 4� NOS. DAM 1 i I 1 i ! 1 ( f 1 t i 1 ! t 1 �# i ^pro UPORsgs1 ray -_ N� O� OQ p�NQOp� o mMl R z � � m 8 9 F 70 m I i 4 ff A N�M141 raigpl f1u1a� 3s794 A1� JONUAW 2 1 � � wl�►ivoo /soa --� R MPPC MAWAL REV. %M. 2M pc, 1 � 64 /) i e --1 J � O 4� NOS. DAM e a W _ oUJQ d h p e `I in � M co d f W � W J C W W h r � V cl m ® Z a w Z a ID v � Ne C.) a a w > � z r+ D U anrrn� a POWTS OWNER'S MANUAL $m MANAGEMENT PLAN Page I of 2 1 DESIGN PARAMETERS Number of Bedrooms O NA Number of Public Facility Units O NA Estimated flow (average) g al/da y Design flow (peak), (Estimated x 1.51 3 d2, S aUd Soil Application Rate o aUda /ftz Standard Influent/Effluent Q.uardy Monthly average* Rrki 011 & Grease (FOG) 530 mg/L Biochemical Oxygen Demand (SOD.) 5220 mg/L ❑ NA Total Suspended Solids (TSS) 5150 mg/L Pretreated Effluent Quality Monthly average Biochemical Oxygen Demand (BODJ 530 mg/L Total Suspended Solids (TSS) :9 30 mg/L ❑ NA Fecal Coliform (geometric mean) 510' cfu/100mt Maximum Effluent Particle Size Y in dia. ❑ NA Ocher. ❑ NA `Values typical for domestic wastewater and septic tank eff►uent. MAINTENANCE SCHEDULE SYSTEM SPECIFICATIONS Septic Tank Capacity /060 a l O CIA Septic Tank Manufacturer Inspect condition of tank(s) O NA Effluent alter Manufacturer O NA Effluent Filter Model l„ sa S ❑ NA Pump Tank Capacity QQ a l ❑ NA Pump Tank Manufacturer , O NA Pump Manufacturer ❑ NA ❑ NA Pump Model Fy 4 ❑ NA Pretreatment Unit ❑ Sand /Gravel Fitter ❑ Mechanical Aeration O Disinfection ❑ Peat Filter O Wetland O Other: O NA Dispersal Ceq(s) AIn-Ground (gravity) O At -Grade O Drip -Line ❑ NA O In- Ground (pressurized) ❑ Mound ❑ Other. Other O month(s) ❑ ear(s) O NA Other ❑ NA Ott O NA Service Event Service Frequency Inspect condition of tank(s) At least once ev e ry' O month mum y s) (Maxi 3 ears) ear(s) O NA Pump out contents of tank(s) When combined sludge and scum equals one -thkd (331 of tank vohimme 0 NA Inspect dispersal cells) At least once every: 0 mear( (s) (Maximum 3 years) 0 � ySI O NA Clean effluent filter , At least once every: 0 month(s) ❑ NA Inspect pump, pump controls & alarm At least once every: O years ) (s) J� sects ❑ NA Rush laterals and pressure test At least once every: O month(s) Q years) ❑ NA : At least once every: O month(s) ❑ ear(s) O NA Qther: O NA MAINTENANCE INSTRUCTIONS Inspections of tanks and dispersal cogs shall be made by an individual carrying one of the following licenses or certifications: Master Plumber; Master Plumber Restricted Sewer, POWTS Inspector, POWTS Maintainer; Septage Servicing Operator. Tank inspections must Include a visual inspection of the tank(s) to identify any missing or broken hardware, identify any cracks or leaks, measure the volume of combined sludge and scum and to check for any back up or ponding of effluent on the ground surface. The dispersal cell(s) shag be visually inspected to check the effluent levels In the observation pipes and to check for any ponding of effluent on the ground surface. The ponding of effluent on the ground surface may indicate a failing condition and requires the immediate notification of the local regulatory authority. When the combined accumulation of sludge and scum in any tank equals one -third (Y or more of the tank volume, the entire contents of the tank shag be removed by a Septage Servicing Operator and disposed of in accordance with chapter NR 113, Wisconsin Administrative Code. All other services, Including but not limited to the servicing of effluent filters, mechanical or pressurized components, pretreatment units. and any"servicing at intervals of 512 months, shall be performed by a certified POWTS Maintainer. A service report shag be provided to the local regulatory authority,within 10 days of completion of any service event. p 7 o�L.)l Page v of v START UP AND OPERATION For new construction, prior to use of the POWTS check treatment tank(s) for the presence of Painting Products or other chemicals that may impede the treatment process and /or damage the dispersal; cell(s). If high concentrations are detected have the contents of the tank(s) removed by a septage servicing operator prior to use. System start up shall not occur when soil conditiorm are frozen at the infiltrative surface. During power outages pump tanks may fill! above normal highwater levels. When power is restored the excess wastewater will be discharged to the cell(s) in one large dose, overloading the eeills) and may result in the backup or surface discharge of effluent. To avoid this situation have the contents of the pump tank removed by a Septage Servicing Operator prior to restoring power to the effluent pump or contact a Plumber or POWTS Maintalner to assist in manually operating the pump controls to restore normal levels within the pump tank. Do not drive or park vehicles over tanks and dispersal cells. Do not drive or park over, or otherwise disturb or compact, the area within 15 feet down slope of any mound or at -grade soil absorption area. Reduction or elimination of the following from the wastewater stream may improve the performance and prolong the life of the POWTS: antibiotics; baby wipes, cigarette butts; condoms; cotton swabs; degreasers; dental floss; diapers; disinfectants; fat; foundation drain (sump pump) water; fruit and vegetable peelings; gasoline; grease; herbicides; meat scraps; medications; oil; painting product0,•pesticides; sanitary napkins; tampons; and water softener brine. ABANDONMENT When the POWTS fails and /or is permanently taken out of service the following steps shall be taken to insure that the system is properly and safely abandoned in compliance with chapter Comm 83.33, Wisconsin Administrative Code: • All piping to tanks and pits shall be disconnected and the abandoned pipe openings seated. • The contents of all tanks and pits shall be removed and property disposed of by a Septage Servicing Operator. e After pumping, all tanks and pits shall be excavated and removed or their covers removed and the void space filled with soil, gravel or another inert solid material. CONTINGENCY PLAN If the POWTS fails and cannot be repaired the following measures have been, or. must be taken, to provide a code compliant replacement system: ❑ A suitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorption system. The replacement area should be protected from disturbance and compaction and should not be infringed upon by required setbacks from existing and proposed structure, lot lines and wells. Failure to protect the replacement area will result in the need for a new soil and site evaluation to establish a suitable replacement area. Replacement systems must comply with the rules in effect at that time. ❑ A suitable replacement area is not available due to setback and /or soil limitations. Barring advances in POWTS technology a holding tank may be installed as a last resort to replace the failed POWTS. slue ' i IM too o mg�ank e ar . ?201418 >'lF. , �rQ- A/ a NS"? UC- D ❑ Mound and at- grade soil absorption systems may be reconstructed in place following removal of the biomat at the infiltrative surface. Reconstructions of such systems must comply with the rules in effect at that tame. < <WARNING> > SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES AND /OR INSUFFICIENT OXYGEN. DO NOT ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT. RESCUE OF A PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE. ADDITIONAL COMMENTS POWTS INSTALLER Name Phone 7J,5- _ _ POWTS MAINTAINER Name Phone SEPTAGE SERVICING OPERATOR (PUMPER) LOCAL REGULATORY AUTHORITY Name Name S C ( - 2tW r' �G Phone Phone This document was drafted in compliance with, chapter.Camm 83.22(2)(b)(1)(d)&(f) and 83. 54(11, (2) & (3), Wisconsin Administrative Code. P0 00 - of l/ . [qGOULDS PUMPS Submersible Effluent Pump EPO4 & EP05 Series APPLICATIONS Specifically designed for the following uses: • Effluent systems • Homes • Farms • Heavy duty sump • Watertransfer • Dewatering SPECIFICATIONS • Solids handling capability: 'M maximum. • Capacities: up to 60 GPM. • Total heads: up to 31 feet. • Discharge size: 1 NPT. • Mechanical seal: carbon - rotary/ceramic stationary, BUNA -N elastomers. • Temperature: 104OF (40cQ continuous 140-F (60QC) intermittent • Fasteners: 300 series stainless steel. • Capable of running dry without damage to components. Motor. • EPO4 Single phase: 0.4 HP, 115 or 230 V. 60 Hz, 1550 RPM, built in overload with automatic reset. • EP05 Single phase: 0.5 HP, 115 V or 230V, 60 Hz, 1550 RPM, built in overload with automatic reset. • Power cord: 10 foot standard length, 16/3 S1TW with three prong grounding plug. Optional 20 foot length, 16/3 S1TW with three prong grounding plug (standard on EP05). • Fully submerged in high grade turbine oil for lubrication and efficient heat transfer. Available for automatic and manual operation. Auto- matic models include Mechanical Float Switch assembled and preset at the factory. FEATURES ■ EPO4 impeller. Thermoplas- tic semi -open design with pump out vanes for mechanical seal protection. METERS tt FIN 101 9 8 a 7 W x u 6 z 5 0 Q 4 0 r- 3 2 1 0 ■ EP05 Impeller. Thermoplas- tic enclosed design for improved performance. ■ Casing and Base: Rugged thermoplastic design provides superior strength and corrosion resistance. ■ Motor Housing: Cast iron for efficient treat transfer, strength, and durability. ■ Motor Cover Thermoplastic cover with integral handle and float switch attachment points. ■ Power Cable: Severe duty rated oil and water resistant. ■ Bearings: Upper and lower heavy duty ball bearing construction. AGENCY LISTING C 1P Canadian standards Association ' Fk # ut38sas Goulds Pdurnps is ISO 9001 Registered. 0 2 4 6 8 10 12 ml/h CAPACITY ��gxll Goulds Pumps or caatnwa SOIL EVAIUMION REPORT Paw —�-- of Divisional! Ssbq snd 8tdidNOw to d000tdow WM+ Comm 45. Wis. Adm gods CWAW aaea.t• w psn on pspsr t.:: t�,.rr 0 , a ow qm ' OW Pint La tnauds. but r 6~ to vsrt andi+ot�antwt edsr.nww p �. pwWW atspw. scow or dimsns[ons. north straw. a,dtootlon sra daa�nos w w..r..t ro.d - ----- d by DOW �.00 � tswsns� rKo�.ros r.s p+r�M �r ww.sta. wo«aMr rd� t�... R ,sa tit GNF Prwpagrawrnr aoa; L r: Not o. .�. QW& tat VJ UrSE w SA Y T N R e tg CM .O own woomot Reim- 46 NosrCarwn uss f3lh�dMwwtlNr rw rotba0roan�swd"""� °PD Q Roptsmnwt e.n.w oAbs` F%mw t mNarW Rood pWn s!svaran MaPpNd�btw t3snsrstmmwws snd� tlorb,p r go" no 10rIMw wtar. `�.�7 R DapY+ b i'r�^e taclor a0 r► RsM Flodton mo,� f�daR Ossaiit�on Tsxwn Slnroure Condstsnow Ba�wtdwr>• ROOdt (ir. Ss SR •Htr1 'Efw ht. 6Au11gK QI{ Si Cum War *Ik a- O tk0lttg � Depth b OnUft NOW in' SOr A � ��grnrta{/t�apa�Y. tf dwn Depth Qa°+t^snt Cater Rados TOWM skmomm C "'Mkw os 9o1 ndwy Raats tn. Qtt SZ. Cod. Cater C.r. 8Z.. - amk 7SEYiQ F5 Md r �/ ! . ew mm v - m a�30 _ 220 ny L wd TSS s31) 1 � tS0 Ir . 9MANIN 112a .e 30 not and TSS ; Y� V � , < 30 nW Sr b T 3s t 04/10/2006 08:48 1 SUPERIOR AUTOMOTIVE PAGE 03 PAY OMeter 5 4' f " h en, - 1 wt ` am..�A n a a— a ..e 1 1 ° * ° — GmxmW surface siov. a rte, In Undo a IW&W In -- — - -- - 30 Ankollon Rata FloAaon DaOdl Oolntltent Redo, Deaaparon Ttamula, sfnte4r� Conslalena Bourtdaty Roout III aAU11NN Ow. S=. Cott Color or Ss. Sh. Emuent et & BOD a 30 < 220 ntg& end T$S 21 5 1 nVIL ' Eftorll 02 w 000, < 30 mplL end TSS 130 mWL The Department of Commerce is an equal opportunity service provider and employer. tryou need assistance to access services or accd mawrial in an aitomate format. pleasc contact the depaonmt at 608 - 266 - t 51 or TTY 606 264 - 8777. sw4M VL" ► NUM T, MMA 1 1 ° * ° — GmxmW surface siov. a rte, In Undo a IW&W In -- — - -- - 30 Ankollon Rata FloAaon DaOdl Oolntltent Redo, Deaaparon Ttamula, sfnte4r� Conslalena Bourtdaty Roout III aAU11NN Ow. S=. Cott Color or Ss. Sh. Emuent et & BOD a 30 < 220 ntg& end T$S 21 5 1 nVIL ' Eftorll 02 w 000, < 30 mplL end TSS 130 mWL The Department of Commerce is an equal opportunity service provider and employer. tryou need assistance to access services or accd mawrial in an aitomate format. pleasc contact the depaonmt at 608 - 266 - t 51 or TTY 606 264 - 8777. sw4M VL" ► T, MMA 1 1 ° * ° — GmxmW surface siov. a rte, In Undo a IW&W In -- — - -- - 30 Ankollon Rata FloAaon DaOdl Oolntltent Redo, Deaaparon Ttamula, sfnte4r� Conslalena Bourtdaty Roout III aAU11NN Ow. S=. Cott Color or Ss. Sh. Emuent et & BOD a 30 < 220 ntg& end T$S 21 5 1 nVIL ' Eftorll 02 w 000, < 30 mplL end TSS 130 mWL The Department of Commerce is an equal opportunity service provider and employer. tryou need assistance to access services or accd mawrial in an aitomate format. pleasc contact the depaonmt at 608 - 266 - t 51 or TTY 606 264 - 8777. sw4M VL" ► I - 5 w'� �� SE9y� $Cc.,ay ?3)N grrJ 17 ... 34�� BM lop 0 f G �.ce -A& e - - $3 - /oo•oo / 1 1000 log 0 } 05/09/2006 08:37 RYAN -) 917152686095PPP1594 04 /!S /9ti 7918 07:21 FAX 715 364 4486 pwtttsr/Buya tisilisig AddMS t'eapeny Address ST. CROIX COUNTY SEPTIC TANK MAIN MNANCP- AGRS'INT AND OWy 11 N�ERSHtP CERRTtRcA�TION cifylslate 14". kg- 0441, i' a Zo ; far aew eoe3 ttucau�, Parcel wetnificatim Number Pmpecty La"tien s 'k Sex. T �N R-�^ • To" "l `s LoI # Subdivision — p n C Mfwd Snrt►ey Map # C3 1 .33 G warranW Deed # , volume Spae house f1 y �m Lot lines imntifi" 0 yes 1:I ua � YS'fLrM Mw -- jj AND MjLCZKT O;'1 A Q Pnw rpim coald nw* bt its P V'=MO 0,11 i� eD b°O �ittt � � > � far0ry thlsce � 0f toasfar, it a0odod. br a 4aensOd P'+aPw- Wiest �"' � tAc Mon wsIffmdMfin atiaaaftM> Mk asab tSaoin ibwo"div" Ow bars m apedw ii. 03 ' l aMd is i t - St. Moir Gfady Satiny s ft=. � by f0 tSe Nopetty ov�aa ap m it w s c1ab Cnwlti► i ir6 A� Z � (1) der as - sire owaa surd by a efa w Pheaber, OLV*vi • n3k M P 1 to a Yf:falsed pafstoer hd6 (if tic tent is weanrster digos0l vow is ift petlplx agerdatE: , s11dMr t� der aad plfespfa6 lean d= 113 full 0f **e. _ ths�, � � Uve aafd tfie ailova tegaUet�+ MAN= w wMmnUt .'.fie �• saafdw& net . ttetenf, u ad by dw DOPMOR a of CANWMoe Oad fkt tkpwAVeat L:artifiaatWe aft dot roar PVM "pw bas been m�rtatimd toast Oa eaople�d ford n:aMaad b �a S4 Geis CAN" PluurieZ Z,W.p Dgaat mm wkW 30 dtga: orttre dM yt;sr aydrstt" date. Vwe Olds= the aw"Ks) of the Um certify 00 alt ststMMv a this fbt+tt We I= to d u beat of 0100or be0arif�e vnwww detaibed Aml by ww Of a dwi tom a" is tt of >3fc* (0cL Number of bedrooms — SIGNATU _I I DATE ms oeaell is the s0ttihry P �'�'�� by the Plaatlsa6 d: y�OE ' • s, ••sAtfy iaturauulian don is tntastpreacac� 7 tactade with gfis agyl;f:OpOn a tx3eorded wa:»1>!y dCW from dfe Rc&sr ar'keda offlac d s cm of ft c"rwd nnw mp i .k me i, Raft in on wfaranty dead. 0MV. ft" z•d RECEIVED Wisconsin Department of Commerce SOIL ALUATION REPORT Page of Division of safety and Buildings � (1 n i r m Ad Code County � 7L. Attach complete site plan on paper of less the 11 ' s e. P st Include, but not limited to: vertical a hodint�l ► �oi'nt (B ion an Panel I.D. percent slope, scale or dimensions, orth arrow, and I olln ce rest road. Please print all information. Reviews y Date / Personal information you provide may be used for secondary purposes (Privacy Law, s. i 5.04 (1) (m)). Property Owner Property Location (-; n C -{• Govt. Lot 0 1 /4$F, 1/4 S.�4 T3 N R I $ E (or Property ees Mailin Address ' 5o ►�°r- Lot Block # Su y ame or CSM# 0 0 -�, oi• an Q •Si City State Zip Code Phone Number Cl City ❑ Village (.Town Nearest Road- d•� ��s Y�1C. � 5�. New Construction Use: ❑ Residential / Number of bedrooms Code derived design flow rate GPD ❑ Replacement 54 ommercial Describe: Parent material Q n2 Q- h Flood Plain elevation if applicable _ ft. General comments and recommendations: 7/1 Boring # � Boring � � � RLpit Ground surface elev. ft. Depth to limiting factor I a0 In. Gr;I Annliration Rate Horizon Depth in. Dominant Color Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/fF 'Eff#1 •Eff #1 'Eff#2 -g �- a / � Munsell D L. S L o? 5 $L M �' +�. L G c� I (.0 /. D % , ;t V _a y Ry F5 5� r, r uv - • to 3 9 -/a / 10 -- G v -S �. _ ----- -- , - 7 1. to 0 I •- Boring # Boring �$ OQ I �t air Ground surface elev. _ ft. Depth to limiting factor Ic; o in. c( �l Annli�atinn Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/fF 'Eff#1 'Eff#2 -g ib R L. R5 S Y" F" /1 1) % , ;t V 7.5 y F5 w► 0 $ r - , Effluent #1 = BOD > 30 _< 220 mg/L and 155 >:1U < i au mg/L r =uruo n n� - _ -• •� • -- _ -- Name (Please Pri Signature T Nu f Y. Y) r k- Date Evaluation Conducted Telephone Number .r I�C;06rp Property Owner "Parcel ID., _ E] Boring Boring # tom. �* fir Pit Ground surface elev. ! �� ft. Depth to limiting factor r a L> in. Page of Snil Annlirafinn Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/fF /ff •Eff#1 'Eff#2 I -$ - %40 -----, S L S b (2 M e Ow F t� 1. 0 L 6 vv M r' w F • to La Y ---- �-- -�---- GS b 6c h'\ L -� _ , - 7 t tv C S to ® Boring # ❑ Boring C� ✓ pit Ground surface elev. 1 , ft. Depth to limiting factor a v in• Gnil Annlirafinn Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD /ff 'Eff#1 'Eff#2 I -$ DYR -----, s L 5 wt e9 t� 4 °F� ✓Fr G ov F . � La ---- �-- -�---- GS 0-6 r, ML -� _ , - 7 t tv F-1 Boring # ❑ Pit Boring ❑ Ground surface elev. _ ft. Depth to limiting factor in. Soil Aoolicalion Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/ff 'Eff#1 'Eff#2 Effluent #1 = BOD > 30 220 mg/L and TSS >30 5150 mg/L ' Effluent #2 = BOD 5 30 mg/L and TSS 5 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608- 266 -3151 or TTY 608 - 264 -8777. seD•&330 (R.6=) csr- Rwl 17 Y� T _ _ 4� 6 -0 j7� Q I ob, Q 1) t � l o ^ a �ry M State Bar of Wisconsin Form 2 -2003 WARRANTY DEED Document Number II Document Name THIS DEED, made between Robert M Volkert and Maxine Volkert, husband and wife ("Grantor," whether one or more), and Spring Point Project, a Mi rmesnota non= profit Corporation ("Grantee," whether one or more). Grantor, for a valuable consideration, conveys and warrants to Grantee the following described real estate, together with the rents, profits, fixtures and other appurtenant interests, in St. Croix County, State of Wisconsin ( "Property") (if more space is needed, please attach addendum): That part of SWi /4SE1/4 Sec. 24- T31N -R18W described as follows: Lot 1 of Certified Survey Map recorded in Vol. 20 of Certified Survey Maps, page 5120 as Doc. No. 813362. St. Croix County, Wisconsin. 4B'aaG 1 34 KATHLEEN H. WALSH REGISTER OF DEEDS ST. CROIX CO., WI RECEIVED FOR RECORD 04/17/2006 03:05P11 WARRANTY DEED EXEMPT # REC FEE: 11.00 TRANS FEE: 209.70 COPY FEE: Recording AEG FEE: PACFF , tI <.�.r Estreen & Ogland W 304 Locust Street Hudson, WI 54016 038- 1099 - 95-000 Parcel Identification Number (PIN) This is not homestead property. (is) (is not) Exceptions to warranties: Easements, restrictions and rights -of -way of record, if any. Dated lr� 2, / O PZVAI A *Robert M. Volkert AUTHENTICATION Signature(s) Robert M. Volkert and Maxine Volkert. husb and wife authenticated on I Z 0 � � ZAI I , , *Kristina Osiland TITLE: MEMBER STAkE BAR OF WISCONSIN (If not, authorized by Wis. Stat. § 706.06) THIS INSTRUMENT DRAFTED BY: ACKNOWLEDGMENT STATE OF COUNTY } ) ss. Personally came before me on the above -named to me known to be the person(s) who executed the foregoing instrument and acknowledged the same. Attorney Kristina Oland Notary Public, State of Hudson. WI 54016 My Commission (is permanent) (expires: ) (Signatures may be authenticated or acknowledged. Both are not necessary.) NOTE: THIS IS A STANDARD FORM. ANY MODIFICATIONS TO THIS FORM SHOULD BE CLEARLY IDENTIFIED. WARRANTY DEED ® 2003 STATE BAR OF WISCONSIN FORM NO. 2-2003 • Type name below signatures. 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CROIX COUNTY, WISCONSIN. REQUESTED BY: HOMELAND REALTY DONNA SATTERLUND 330 SOUTH KNOWLES AVE. NEW RICHMOND, WI 54017 OWNER ROBERT AND MAXINE VOLKERT 1370 200TH AVE. NEW RICHMOND, WI 54017 SURVEYOR EDWIN C FLANUM NORTHLAND SURVEYING, INC. P.O. BOX 14 ROBERTS, WI 54023 SURVEYOR'S CERTIFICATE I, EDWIN C. FLANUM, REGISTERED WISCONSIN LAND SURVEYOR, HEREBY CERTIFY THAT BY THE DIRECTION OF DONNA SATTERLUND, I HAVE SURVEYED, MAPPED AND DESCRIBED THE PARCEL OF LAND WHICH IS REPRESENTED BY THIS CERTIFIED SURVEY MAP; THAT THE EXTERIOR BOUNDARY OF THE PARCEL OF LAND SURVEYED AND MAPPED IS DESCRIBED AS FOLLOWS: A PARCEL OF LAND LOCATED IN PART OF THE SW1 /4 OF THE SE1 /4 OF SECTION 24, T31 N, R1 8W, CITY OF NEW RICHMOND, ST. CROIX COUNTY. WISCONSIN; DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTH 1/4 CORNER OF SAID SECTION 24; THENCE S89 °4732 "E, ALONG THE SOUTH LINE OF THE SE1 /4 OF SAID SECTION. 1318.66 FEET TO THE EAST LINE OF SAID SW1 /4 OF THE SE1 /4; THENCE N00 °43'1 7 "W. ALONG SAID EAST LINE, 695.81 FEET; THENCE N89°4732"W 625.97 FEET; THENCE S00 °41'32 "E 662.80 FEET TO THE NORTH LINE OF A PUBLIC ROAD (200TH AVENUE); THENCE N89°4732W, ALONG SAID NORTH LINE, 66.01 FEET; THENCE N00 °41'32 "W 662.80 FEET; THENCE N89 °4732"W 625.97 FEET TO THE NORTH - SOUTH 1/4 LINE OF SAID SECTION; THENCE S00°39'46 "E, ALONG SAID NORTH - SOUTH 1/4 LINE, 695.80 FEET TO THE POINT OF BEGINNING. DESCRIBED PARCEL CONTAINS 20.05 ACRES (873.418 SO. FT.). PARCEL IS SUBJECT TO PUBLIC ROAD (200TH AVENUE) RIGHT -OF -WAY AND ALL OTHER EASEMENTS, RESTRICTIONS, AND COVENANTS OF RECORD. I, ALSO CERTIFY THAT THIS CERTIFIED SURVEY MAP IS A CORRECT REPRESENTATION TO SCALE OF THE EXTERIOR BOUNDARY SURVEYED AND DESCRIBED; THAT I HAVE FULLY COMPLIED WITH THE CURRENT PROVISIONS OF CHAPTER 236.34 OF THE WISCONSIN STATUTES AND THE LAND SUBDIVISION ORDINANCE OF THE CITY OF NEW RICHMOND IN SURVEYING AND MAPPING SAME. .......,, EDWIN C. •'•, � `= FLANUM S -2487 AMERY w)s O S OWNER'S CERTIFICATE OF DEDICATION " "'S AS OWNERS, WE HEREBY CERTIFY THAT WE CAUSED THE LAND DESCRIBED ON THIS CERTIFIED SURVEY MAP TO BE SURVEYED, DIVIDED, MAPPED AND DEDICATED AS REPRESENTED ON THIS CERTIFIED SURVEY MAP. WE ALSO CERTIFY THAT THIS CERTIFIED SURVEY MAP IS REQUIRED BY S236.10 OR S236.12 TO BE SUBMITTED TO THE FOLLOWING FOR PROVAL OR OBJECTION: CITY OF NEW RICHMOND. WITNESS THE HAND AND SEAL OF SAID OWNERS THIS DAY OF 20Q5 4TdE OF: i ROBERT VOLKERT MAXIN VOLKERT STATE OF WISCONSIN )SS COUNTY OF ST. CROIX) PERSONALLY CAME BEFORE ME THIS DAY OF 2006THE ABOVE NAMED ROBERT VOLKERT AND MAXINE VOLKERT TO ME KNOWN TO BE THE PERSONS WHO EXECUTED THE FOREGOING INSTRUMENT AND ACKNOWLEDGED THE SAME. NOTARY PUBLIC, � WISCONSIN MY COMMISSION EXPIRES S/ - 0 7 OWNA $� O� CITY COUNCIL RESOLUTION RESOLVED, THAT THIS CERTIFIED SURVEY MAP IN THE CITY OF NEW RICHMOND, ROBERT AND MAXINE VOLKERT, OWNERS, IS HEREBY APPROVED BY THE OMMON COUNCIL. 3 ! DAVID SCHNITZLER, CITY D TE I HEREBY CERTIFY THAT THE FOREGOING IS A COPY OF A RESOLUTION ADOPTED BY THE COMMON COUNCIL OF THE CITY OF NEW RICHM D. • l! L i' 6 S� JO PH • LLAND, CLE - TREASURER' DATE SHEET 2 OF 3 SHEETS Vol 20 Page 5120 C ERTI FI EDI S V RVEY MAP LOCATED IN PART OF THE SW1 /4 OF THE SE1 /4 OF SECTION 24, T31 N. R18W, CITY OF NEW RICHMOND, ST. CROIX COUNTY, WISCONSIN. REQUESTED BY: OWNER SURVEYOR HOMELAND REALTY ROBERT AND MAXINE VOLKERT EDWIN C FLANUM DONNA SATTERLUND 1370 200TH AVE. NORTHLAND SURVEYING, INC. 330 SOUTH KNOWLES AVE. NEW RICHMOND. WI 54017 P.O. BOX 14 NEW RICHMOND, WI 54017 ROBERTS. WI 54023 AIRPORT RESTRICTIONS This subdivision is within 1.5 miles of the New Richmond Municipal Airport and within the Flight paths of aircraft using the airport. Lot owners in the subdivision, by virtue of their ownership, hereby agree: 1) To restrict the height of any improvements or vegetation on said lot(s) to less than the height indicated on the height limitation zoning map for the New Richmond Municipal Airport New Richmond, Wisconsin; and 2) To not knowingly interfere with radio communication or navigation necessary or appropriate for the safe operation of aircraft approaching or departing from said airport; and 3) To not shine or display lights which interfere with aircraft approaching or departing from said airport; and 4) To allow any and all legal airport expansion to occur without objection. Said lot owner(s) hereby acknowledge the importance of the airport to the City of New Richmond and surrounding area and acknowledge that the airport expansion thereof could impact their intended use and enjoyment of their lot(s). The above declaration and the following building standards for construction will be on the abstract and deed of any lot purchased within this subdivision. Also, there will be a disclosure notice, signed by future owners. New homes constructed within the Airport Area Zoning District shall incorporate the following building standards for construction: a) Use of 2" x 6" studs or better for all exterior wall cavity construction to be shown on building plans, b) All exterior building elements shall meet the following minimum STC (Sound Transmission Class) values: Walls (40 STC), Roof (40 STC), Windows (30 STC), Doors (20 STC). Manufacturers STC rating for each window, door, and skylight shall be attached to the building plans. Upon approval of the building official, typical 2 x 6" walls and truss roofs constructed in accordance with the Uniform Dwelling Code (UDC) shall be considered as conforming with this requirement. c) All homes shall incorporate the following acoustical design features, which shall be shown on the building plans. (1) A mechanical ventilation system shall be installed that will provide the minimum air circulation and fresh -air supply requirements as required in the Uniform Dwelling Code for the proposed occupancy without the need to open any exterior doors or windows. (2) The perimeter of all exterior windows and door frames shall be sealed airtight to the exterior -wall construction. (3) Fireplaces shall be equipped with well -fitted chimney cap devices. (4) All ventilation ducts, except range hoods, connecting interior space to outdoors shall be provided with a bend such that no direct line of sight exists from exterior to interior through the vent duct. (5) Doors and windows shall be constructed so that they are close- fitting. Weather stripping seals shall be incorporated to eliminate all edge gaps. (6) All penetrations through exterior walls by pipes, ducts, conduits and the like shall be caulked airtight to the exterior construction. EDWIN C. FLANUM S -2487 / AMERY WIS NOTE QS) -.,' c.r v.• No owner or resident shall do anything, which would interfere with or change water drairialg t or ertified Survey Map without approval by regulatory agencies. Regulatory agencies include, but are not limited to, the City of New Richmond and the Wisconsin Department of Natural Resources. Interference or changing of water drainage includes, but is not limited to, building upon, obstructing, altering, filling, excavating, or planting in any ponding easements, drainage easements, water drainage ditches, water runways, water culverts or berms. SHEET 3 OF 3 SHEETS Vol 20 Page 5120 • 112 KELLER AVE. N. #2 UW-RAM PLLWMPX' & SAT' AMERY, WI. 54001 • Phone: 715- 268 -6995 • Fax: 715-268-6095 T o: f 7 fi p - From: Btftf ig `Y F ax : 7/S 3 / (r1 G �j Date - - 1,2 P hone: c - - -/6 g oo Pages: Total No. Including Cover ,S Re: Q Q l runt kpar Ravi. rl Pia, commipra rl Pts ° ,3,y rl Plaaee Rar�e� I -d u � . 1' Lod I -d T V State of Wisconsin 1 DEPARTMENT OF NATURAL RESOURCES Jlm Doyle, Governor 107 S. Webster Box 7921 Scott Hassett, Secretary Madison, Wisconaln 59707 -7921 WISCONSIN Telephone 60111-21115-2621 DEFT. OF NATURAL HEe3WRCES FAX is relay - 711 TTY Access via relay - 711 May 5, 2006 IN REPLY REFER TO: S- 2006 -0397 Spring Point Project 30 S- Tenth Street Suite 300 Minneapolis, MN 55403 -2012 Subject: Wastewater System Approval Dear owner: The Division of Water is conditionally approving plains and specifications for a pretreatment and soil absorption system for a new swine research facility, brown as the Spring Point Project, in the town of Star Prairie neat New Richmond., Wisconsin. Tile plans were submitted by Brady Utgard, 112 Keller Ave. #2, Amery, WI 54001, a licensed Private Onsite Wastewater Treatment Sysb=n (POTWS) designer and were received for approval on April 26, 2006_ The Spring Point Project is to build and operate a bioseczue barrier facility to raise high- healtb pigs that meet the federal requirernerIts for using animal tissues in burinans. Research has shown success reversing type 1 diabetes in hutnens through islet transplantation, however, the demand for islet cells grossly outweighs the supply for planned pig islet transplant trials in humans. T w goal is to have suitable donor pigs available by the time the University of Minnesota's Diabetes Institute for Immunology and Transplantation has refined the immunosuppressive treatment to a point that makes it safe for clinical trials to begin. At full operation the Spring Point Project will house 159 pigs including boars, sows, nursing pigs and growing pigs in each size class. To maintain a biosecurre facility, Spring Point does not want any waste hauling trucks to come onto the site to remove the waste for disposal elsewhere. Because a sanitary sewer is not available, the designer has proposed to treat the manure and wastewater and dispose of it on -site in a subsurface soil absorption system. The designer has estimated the waste volume as 210 gallons of pig manure and 3410 gallons of wash water for a total of 3620 gpd- Published charts for waste excreted from each size and type of swine were used to calculate total. of 48.5 Ib biochemical oxygen demand (BOD) /day and 15.8 lb nitrogen/day. The waste entering the first treatment tank will have an estimated 1615 mg/1 BOD and 528 mg/1 total N. The propose treatment system design follows COMM 83, Wis. Adm. Code, criteria and is outlined as follows: a Effluent will flow to two 6000 gallon septic tanks in series with an effluent filter in the second tank. The filter will be cleaned whenever necessary by accessing through a riser that is above the ground surface. • Septic tank effluent flows to a 9100 gallon surge tank from which a dose is pumped to the "Nibbler' system at a timed interval of approximately 30 minutes. dnr.wi.gov Quality Natural Resources Management wisconsin.gov Through Excellent Customer Service 2 -d a 'There will be 46 "Nibbler' pods located in two 7700 gallon tanks which are at the ground surface for ease of maintenance. Each "Nibbler" pod is at the top of the tank and consists of buoyant media that are the attachment surfaces for the treatment bacteria. A blower supplies air continuously to an air lift pump that circulates the mixed liquor through the media. There is a settling zone in the lower part of the tank. Effluent from the "Nibbler" units flows to a 4800 gallon clarifier tank. A pump in the clarifier tank turns on whenever the dose pump runs and returns approximately 75% of the effluent back to the first septic tar& for nitrate removal. • Clarified effluent will flow to a 5000 gallon pump chamber when is will be dosed to the soil absotpti on 'system.. The soils evaluation report concluded that 0.7 gal per day /ft sq was the design loading rate. The designer has chosen to oversize the field by more than 50% and the wetted area is approximately 8100 square feet. The soil absorption system uses trenches with bare soil on the bottom and covered by a plastic dome called. an "infiltrator" to support the soil cover. There are fifteen 100 'foot long "infiltrator" trenches and the effluent is discharged at one end of each "infiltrator.." The Department believes that this design. will not provide even distribution through the trench. Therefore, it is recommended that effluent be distributed the length of the trench by a distribution pipe inside each infiltrator. The designer has provided some data to support the BOD removal by the "Nibbler' unit, but there is no informsition about calculated nitrate concentrations in the effluent dosed to the soil absorption system. The designer predicted that the system will achieve at )east 50% nitrate removal, but there are no other systems like this to provide operating data. The treatment of swine manure using the proposed system design has, to our knowledge, not been done before and, therefore, DNR considers this a experimental system. The system is approved with the condition that if the nitrate concentrations in the treated effluent are too high, additional improvements will be necessary. Such changes could involve hauling the effluent to the New Richmond or another wastewater treatment facility or installing additional nitrate removal.. The concentrations of pollutants in the discharge to the sbil absorption system will be regulated by a Wisconsin Pollutant Discharge Elimination System (WPDES) permit. This may be a specific permit or general permit No. WI- 0055611, Discharging Wastewater to a Subsurface Soil Absorption System. This permit is applicable to any industrial, commercial, or agricultural facility which discharges liquid waste to a subsurface soil absorption system,. The permit will require the periodic collection of a representative sample of effluent from the wastewater system. This effluent sample will need to be analyzed for specific pollutants such as suspended solids, BOD, nitrate and pH. Your system design should provide a place to collect a wastewater sample prior to entering the soil absorption field. A method to measure wastewater flow will also be required by the permit. The WPDES permit will be issued or granted by our West Central Region office. The plans and specifications are hereby approved in accordance with s. 281.4 1, Stats., as attested by affixing on them the stamp of approval, Number S- 2006 -0397, subject to the following conditions: 1. Tbat in the event that the DNR determines that the nitrate concentrations in the treated effluent discharged to the soils absorption system are sufficiently elevated such that there will be an exceedence of the groundwater standards in NR 140, Wis. Adm. Code, additional improvements will be necessary. 2. That tlae designer investigate the feasibility of our recommendation that installation of distribution pipe along the length of each. infiltrator to improve effluent distribution in the infiltrators. 6 -d 3. That the Department's Basin Wastewater Engineer, Pete Skorseth, (715 -684 -2914) be notified when construction has commenced and again when the facilities are placed in operation. 4. That a certified POTW's maintainer be retained to operate. the treatment facilities when they are placed in operation. S. That an operation and rltaintenance manual for operation of the new or modified treatment system be prepared and submitted to the owner before placing the system into operation and before the issuance of the WPDES permit. 6. That a licensed master plumber inspector be provided during the course of construction 7. That the improvernent(s) be installed in accordance with the plans and specifications and above conditions, or subsequent essential and approved modifications. These plans and specifications have been reviewed in accordance with s. 281.41, Sorts. Where necessary, plans and specifications should be submitted to the Department of Commerce, Division of Buildings and Safety or other state or local agencies to insure conformance with applicable codes or regulations of such agencies. The Division of Water reserves the right to order changes or additions should conditions arise snaking this necessary. This approval is not to be construed as a Department determination on the issuance of a Wisconsin Pollutant Discharge Elimination System permit or an opinion as to the ability of the proposed system to comply with effluent Iimitations in such permit or an approval for any activities requiring a permit under ch. 30 or 31, Stats. Tangible personal property which becomes part of a waste treatment or pollution abatement plant or equipment, may be exempt from sales tax under s. 77.54(26), Stats. Similarly, property purchased or constructed as a waste treatment facility and used for the treatment of industrial wastes may be exempt from general property taxes under s. 70.11(21)(a), Stats. A prerequisite to exemption is the filing of a statement on forms prescribed by the Department of Revenue. To obtain the necessary forms, and information on whether or not your property qualifies for these exemptions, please contact the Department of Revenue, P.O. Box 8933, Madison, Wisconsin, 53708. In case installation of these improvements has not been commenced within two years from this date, this approval shall become void. After two years, therefore, new application must be made for approval of these or other plans and specifications before any construction is undertaken. If you believe that you have a right to challenge this decision, you should know that Wisconsin Statutes and administrative rules establish time periods within which requests to review Department decisions trust be filed. For judicial review of decision pursuant to ss. 227.52 and 227.53, Stats., you have 30 days after the decision is mailed, or otherwise served by the Department, to file your petition with the appropriate circuit court and serve the petition on the Department. Such a petition for judicial review shall name the Deparb. ent of Nahmal Resources as the respondent. To request a contested case hearing pursuant to s. 227.42, Stats., you have 30 days after the decision is mailed, or otherwise served by the Department, to serve a petition for hearing on the Secretary of the i, - d Department of Natural Resources. The filing of a request for a contested case hearing is not a prerequisite for judicial review and does not extend the 30 day period for filing a petition for judicial review. This notice is provided pursuant to s. 227.48(2), Stats. STATE OF WISCONSIN ARTMENT OF NA F THE SECRET , Y Duane H. . SchuentpeI Chief, Wastewater Section Bureau of Watershed Management cc: West Central DNR Region, Pete Skorseth Brady Utgard, 112 Keller Ave. #2, Amery, WI 54001 Permit File Plan File (2 copies) g - d