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022-1011-40-130
[QGOULDS PUMPS Submersible Effluent Pump S PE ""ENT PUIM SPECIFICATIONS MOTOR FEATURES Pump — General: General: ■ Corrosion resistant - Single phase construction. 1' • Discharge: /i° NPT 9 t ■ Cast iron bod y. • Temperature: 104 (4000 : 605 v ts ■ Thermoplastic impeller and maximum, continuous when fully submerged. • Built-in thermal overload pro- cover. • Solids handling: '/2" tection with automatic reset ■ Upper sleeve and lower maximum sphere. • Class B insulation. heavy duty ball bearing • Automatic models include a • Oil - filled design. construction. APPLICATIONS float switch. • High strength carbon steel ■ Motor is permanently • Manual models available, shaft. lubricated for extended Specially designed for the . Pumping range: see PE31 Motor: service life. following uses: ■ Powered for continuous performance chart or curve. ► .33 HP, 3000 RPM • Mound Systems ` 12.0 Maximum amps operation. • Effluent/Dosing Systems PE31 Pump: ill All ratings are within the • Maximum capacity: 50 GPM •Shaded pole design • Low Pressure Pipe Systems working limits of the motor. ` Basement Draining • Maximum head: 25' TDH PE41 Motor: a Qulek disconnect power • Heavy Duty Sump/ PE41 Pump: • .40 HP, 3400 RPM cord, 20 standard length, Dewatering • Maximum capacity: 60 GPM • 7 -5 Maximum amps heavy duty 16/3 S1TW with • Maximum head: 29' TDH • PSC design NEMA 5 -15P, three prong, PE51 Pump: PE51 Motor. 115 volt grounding plug. • Maximum capacity. 70 GPM • .50 HP, 3400 RPM ■ Complete unit is heavy duty, • Maximum head: 37' TDH • 9.5 Maximum amps portable and compact. • PSC design ■ Mechanical seal is carbon, METERS FEET , _ ceramic BONA and stainless 40 ... i...EJ... .�i..<..:...;... MODELS PE31, steel. .� ^�_�......, I 1 .. PEP . _ ■ Stainless steel fasteners. 35 ..1 ' ..i.......: —j i. ti.. 1 1..1.. , . •' ,._..F........i.......:..' _ ;•:. ..; ':: ':''° <......<.. AGENCY LISTINGS 30 I1I --r- a- I.. . 1 � i...l...:...•.... k.. l:_... :. 1...J.... T° us ....... C� E i...... I . a ;....f .. "17 ::J :::`....... i........... .. .. ested to UL 77$ and ,... . 20 �, I ? i ;...Y . a...l...... f 1 22.2108 Standards ,i. . :': I.. 2.. ..i......,. .1. ....•r•. i�.•'• -•I• ,•. •i•• , I -..i. ..i... rSs y ' ' _ I i A. gy Canadian Slandatds Assndation .1...' ..1....;....1.. ..t i ' ,..,...........; ) ..j �. . �... i :....... :.....• 549 15 i _ . L, ^I ..I O I ... ; �.::.: �_ : :. " Gou lds Pumps K ISO 9001 Registered. 10 '"" `.`mow :.:i ...,...I ............:..+ ; a...`i ••; OL 0 0 '.'� L_ 10 20 30 40 ; 50u 60 '70 GPM 1 80 0 5 10 15 m3 /h Goulds Pumps <& CAPACITY 0 2002 Goulds Pumps ITT Industries Effecetv4 November, 2002 BPEM /41 zoo [A HV<1 30SAVIH1100 9L9Z 9bZ 5TL %V3 WST 9002 /LZ /L0 vur� UMBING l � 6 HEATING, I�IC. . 321 Wisconsin Drive New Richmond WI 54017 o%=��� 715/246 -2660 800/542 -4243 DATE: NAME J ' FAX NUMBER; Number of Pages: (including covcrr sheet) FROM: oU �" REGARDING: COM1V,[ENT5: mo t: you do not receive some or all of your tax, please contact us at (7157 246 - 2660. TOO In HVd HQI51iUS1100 9L9Z 96Z 2% %V3 MST 900Z /LZ /LO Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 488170 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: Rooney, Brent & Jennifer I Kinnickinnic, Town of 022 - 1011 -40 -130 CST BM Elefv: l/" 1 !�S"11 ,0 Insp. BM Elev: BM D cription: Section/Town /Range /Map No: 61 ffeyH 5 �0„ O .e. _ _ 05.28.18.680 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. 2 -O S - 102 ,o I 00 •v Septic y, S � • Benchma Dosing i'r L Alt. B 5. Aeration 5 - d � I g. Sewer f � �• -F . 1, 44 Holding tl f IfA S✓ 04 17.0 S O, t t ut et TANK SETBACK INFORMATION TANK TO P/L WELL BLDG Vent fir Intake ROAD n e osing t H eader/Man. I � / 7• ion —Dig—ewe 76ET mg Bo t. m 9191 R L. ina ra T _i PUMP /SIPHON INFORMATION l m anufacturer GPM an over ; 1 (' 1,3,0 X 9 0 I UN i TE r-rIC110n L055 ys a ea e ai en 1 01 a. r 51. IQ vvell p ad �` SOIL ABSORPTION 5Y5 I EM 4� .v DIMENSIONS (� SE I STSIEIVI 10 INFORMATION '' �' CR / 6 nt�duull I b ]IV JA "I" .,y Leo '1 ipe(s) .. ii Length �S DiaL ength DiaL� Spacing x Pressure Systems Only xx Mound Or At - Grade Systems Only Of AA IC F pu, d /Trench Center Bed/Trench Edges Topsoil Yes No Yes No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: / 19 / Inspection #2: Location: 1090 Counit ad Roberts, N WI 54023 (SE 1/4 NE 1/4 5 T28N R18W) NA of 2 Y Parcel No: 05.28.18.68C (X 1.) Alt BM Description j ? � — M ' -- 41 ` 1 2.) Bldg sewer length = t T- Vi �o Vi I �= rtRGa� amount of cover = `� / �rJ PAn S4.n.d' �.c, tit2J� - —` - - - Plan revision Required? i '; Yes i_" No Use other side for additional information. 7 1 I � I . _� SBD -6710 (R.3/97) ���BBB • EFFLUENT PUMP SPECIFICATIONS MOTOR FEAT Pump — General: General: ■ Co • Discharge: 1 NPT • Single phase cot • Temperature: 104 (40 °C) • 60 Hertz ■ Ca maximum, continuous when • 115 volts ■ Th fully submerged. • Built -in thermal overload pro- co Ago • Solids handling: 1 /2" tection with automatic reset. ■ uF maximum sphere. • Class B insulation. he • Automatic models include a • Oil -filled design. co APPLICATIONS float switch. • High strength carbon steel ■ MF • Manual models available. shaft. lui Specially designed for the Following uses: . Pumping range: see PE31 Motor: se Mound Systems performance chart or curve. • .33 HP, 3000 RPM • Pc • Effruent/Dosing Systems PE31 Pump: • 12.0 Maximum amps O ■ Al • Low Pressure Pipe Systems • Maximum capacity: 53 GPM • Shaded pole design w • Basement Draining • Maximum head: 25' TDH PE41 Motor: • Heavy Duty Sump/ PE41 Pump: • .40 HP, 3400 RPM Q 1 Dewatering * Maximum capacity: 61 GPM • 7.5 Maximum amps hE • Maximum head: 29' TDH • PSC design N V PE51 Pump: PE51 Motor: 1 I I I • Maximum capacity: 70 GPM • .50 HP, 3400 RPM a C, • Maximum head: 37' TDH • 9.5 Maximum amps p, • PSC design N METERS FEET c( 40 PE51 MODELS: PE31, PE41, PE51 St . ! HP:33, .4Q .50 W S1 35 - 10 —► 2 GPM AGI �O —1 FT — 0 w 25 _ .PE31 z _v Q 20 Z 0 By F 15 _. 0 5 0 - . 06- 0 10 20 30 40 50 60 70 GPM 80 , 21� Gc 0 5 1 1 m — CAPACITY 16 1 r.. cy k � . i u0i Al/ uo 1Ul, tc:crs rAA 110 'stets 4UbU ST C CU ON G 1¢1003 �D Safety and 311il ision County 201 W. Washington Ave,, C ' FNN ,irsconsin Madison, WI 53707 - cp San ry perntr Number (ta be filled in by Co.) Department of Commerce (608 \r��� $'�f / 70 Sanitary Permit AppliI. Number ' cati n 200 State Ian I. v In accord with Comm 83.21, Wis. Adm. Code. personal infotmatio you p~ ®$ � Z D / may be used for secondary purposes Privacy law, s1,S,g4( m) COON �mjcct ddr= (if diffenntt than mailing address) 1. Application Information - Please Print All Infurmatioa Property Qwnn's Name / Parw*l It Block r1 �ir r� � Jar ,c b 2 2— ►airt �.. Property Owner's Mailing Address C Property Location oLn mtw� �) ? s Family Dwelling - Number of Bodroo Ciry,State Zip� PhoneNumtrer � /-•• -' /., Section J SST` CA - t ,� ` I Y1 r s oV 2 � 3 Z5� (circle te) !(� T.AN; K— JI -1;or� (a � V Ty pe of Building (check all that apply) � o � a..5 � �, 5"� v� f 2 ms /� � � s P ja � Subdivision Name (SM Number o ❑ PuhlictCommercial - Describe Use C- SM Vo I ft qy? ❑ State Owned- Describe Use ...la. _ p y 1 (:(A ❑City ❑Villagehrownship ' hmA ,ntj Ill. Typo of Permit: (Check only one box on line A. Complete line B if applicable) A ' �w Systcitt N' 0 Repleceinent System ❑ Treatment/Holding Tank Replacement Only ❑ Ot her Modification to Existing System B. ❑ Permit Renewal U Permit Revision List Previous Perink Nuin i And Dme Issued ❑ (:barge of Permit Transfer to Now / k Ciefore Lxpirt16n Plumber Owner 1 CV. T of PAWTS S stem: Check all that a p ply) a y , ❑ Non -- PrtsuTzed in- Ground ❑ Mound >24 in. of suitable soil il Mound <24 . Suita soil ❑ At -Orade ❑ Single Pass Sand Filter ❑ Constructed Wetland ❑ Pressurized In-Ground ❑ Holding'fank ❑ Peat Filter ❑ Aerobic Treatment Unit ❑ Reeireu ling Sarin Filter ❑ / Recirculating $ nt ltetic M edia Filter ❑ Leaching Chamber ❑ Drip Line ❑ Gravol -less Pipc ❑ Other (explain) J L' R /. & V. Dis rsal/Trentment Area xnformatiou: Design flow (SF�), Design Soil Application Ikite(gpdsi) Dispersal Arcs Requi (S� Dispers A Propos st1 System Wevui / a Z5 % ��a' X71 y VI. Tank Info (rapacity in Total Number ManofnCturcr Prefab Site Steer Fiber Plastic Gallons titltorr, of Units Concrete Comiivcted Glass Ncw Ta nks g n / / � C / Tanks /. J O ( J Septic ex l laldia� 'Taal: Tanks � Aerohic Ttmtmain U uil bc Dosing Chanttscr yn.Respoinsibility Statement 1, the undcrsigeed, assume res oesibiiity for installation of the POWTS shown an the attached plans. Plumber's Name (Print) Plum S re MP/MPRS Number Business Phone Number � ?z s 3/ z 7i1 ?y< 244 Plumber's Address (Street, City, state, Zip e) 7 / Vill Cuunt-VIDepartment Use Only Approved ❑ pprovc Saniilry Permit Fets (includes Groundwater Dnic sate issui , Av,Cel Sign. tire (i Siaaiq, - Surcharge Fee) C�jti ❑ Reason for ial �•J_ (J_ �l) �(�J IX. Conditions of A proi-al/Reasons for Disapproval n - �� SYSTEM OWNER tl 3 J Lo is d�rT ,t dvl5 I a I . S -otic tattler, t1(Ihmlt MW am c :spersal 9d ItM* d bn S t'tVl1 / maintain IC 4 / 1 t as per tllal11110 a 9 plan provided by plumber e GtJ/ 2. Alf setbadt fpttkrirttattM 4 trust be maintau•er, i aS anro per Gods / ord in Attach complete plans (to the C.ougry,gty) th0 tyekrri ua paper ooi kss than 5113 a 11 inches in size 4) lu 4-a SBD -6398 (R. 01 /03) r �" A3MiVti� 1�- ��;�., :., :, �r,; tnsn►sQsnE�n '' "�%9�i1S1H1QM'1 EROSION & SEDIMENT CONTROL PLAN Parcel # 05.28.18.68c. Site: 1090 Cty Rd N, SE 1 /4 of NE 1 /4 Sec. 5, Kinnickinnic Twp. — Owner(s) Brant Rooney Under St. Croix County Zoning Code 17.70(3)(b) 5: "The (Zoning) Administrator may attach reasonable erosion prevention conditions to a permit approved for issuance." Wisconsin Admin. Code Comm. 21.125 requires the building permit applicant and/or landowner to follow erosion control procedures and maintain them until the site has been stabilized. Erosion control is a requirement of the conservation easement recorded for this lot. The property Owner is responsible for notifying all contractors performing construction on this site that an Erosion & Sediment Control Plan is in effect and the following activities will be required in order to maintain compliance with the plan: 1. The primary source for construction site runoff will be the house foundation excavation, driveway, and any soil stockpiled until final grading and stabilization is complete. Septic system installation adds to temporary disturbance, but establishing cover on exposed soils will prevent erosion. Apply seed and mulch cover as recommended in #5 below. Maintain existing vegetation wherever possible to minimize erosion and sediment movement. Surface drainage flows toward the drainage easement located along the northeast property line. 2. Intercept and route contaminated runoff into stabilized vegetated buffer areas by creating temporary diversions graded ALONG CONTOUR between construction areas and any potential receiving waters (includes drainage ditches). Do not allow diverted runoff to be directed into surface water conveyances. (See specification sheet for temporary diversions provided by Zoning Dept.) 3. If excavator grades the site to create temporary diversions (see #2) to contain sediment and leaves adequate vegetative cover to protect areas of concern, installation of other products may not be necessary. However, silt fence, straw wattles, or other approved sediment control products will be required if sediment cannot be contained on owner's property with diversions and vegetative buffers. The POWTS or Building inspector may evaluate ESC plan effectiveness and make recommendations to owner for any action required to comply with applicable regulations. 4. Construction equipment and vehicles must utilize a stabilized driveway access off public road for heavy equipment; this includes cement trucks, well drillers, and other contractor's vehicles that access the property during construction. This helps avoid muddy, rutted conditions that may allow contaminated runoff to reach waterways and/or drainage ditches. Property owner must repair damage to ditches resulting from multiple access points and sediment tracked on public roadways must be removed at the end of each workday. 5. Stabilize new topsoil cover over septic system with seed and mulch immediately after installation - do not wait for final stabilization and/or landscaping of entire site to cover exposed soils on the POWTS. If late - season weather will not permit seed germination, a heavy straw mulch cover will prevent erosion until vegetation can get established. Erosion control matting can be applied any time of year and, if installed properly, will provide protection even if seed germination is delayed. The owner of record during site construction will be responsible for compliance with the ESC Plan. Please feel free to contact me with questions regarding erosion & sediment control product installation. Prepared by: Ryan Yanington POWTS Inspector #683475 Owner acknowledgement of ESC Plan requirements: / /2006 Z 3 &. � �o'% eta /ua �or' / 0• � l�, crvra-ft' �3.,r! = 7�00� s� "%gym, ♦ �",Yisfi.� � nzde 0 9 e /Gr/a�o �i.,ce�os�. E /ecr 9 7. ✓I Sca. /es' / = X' V /off z Cs 17 Yy we / SEyy 4Elh; Sec.. S T. 28n , /B 60- fi-0p0 s4 war/ fin* °y� i risrc�aNce a t--- c,z?��t�_ — � 0 R oParc d c J. tsar G ,�c wcr°,y oao %s0 -�cQ Ca�n binvu'u� f7 /OL'. �! Pely idK PL -sus eoWae46 pl& -eaf / i R S� 4 I�S�bn b 3 � �o o-icd 3. 3 G9; //. s 4Y P u.•+ d a, 1 P yto I S "x 90' o4speisa / wl. Ta.sa I a� I M.Sss ye I ('�anGh w�aclC: 7oP of at z.s,3.' •� �'a nS�o�n,er 6a scaf. I � A -ss,., rea/ c a I elek- = ice• Gt1.' I 2 3(p. �r z o� 23 &. 4i' • 1 �,cr a•�( !3. : 7� a� � "i,�crd,� -.� ♦ �"Xi'S�in �n�de - �ince�ds£. E/ec<` = 9097." e�eda�b✓) Sca/ . ,P coo ey �io�o lee z C s.• t ,7�Yy6C SEYy �/EYy, Sic. s T..28� ,,P i8 �•, �oposcd wal/ Pie ose.d 3 udrao•r gara9Q � ftS�daNce �' o O Pro"awe d LA). -c ,,',L 4 01 V / - rcQ ,,J/ Pel y lo,e PL - 52s eFf /uen 6 A; /Ewat 5,�; owtl�• z „ sue. y o pd.c. �� e ��opostc/ u t 23. 9; .3s w' I s a / rso / ers / Cc. !. T 1 I s x 90 dsp C ) I at /yz "x M-Ssr --/ YB 1 �►� denC yv��IC: 7oP of at,Z.s3,' I •� � f/'anS�ar„•,cr 6a scaf. , N � I /1. E. Corns./; f}SSu.rJec✓ I _ fl ql I � I I I 1 PS.�ot9 Safety and Buildings 4003 N KINNEY COULEE RD commerceml.gov LACROSSE WI 54601 -1831 TD #: (608) 264 -8777 s eo n s i n www.commerce.wi.gov /sb/ i Department of Commerce www.wisconsin.gov Jim Doyle, Governor Mary P. Burke, Secretary April 19, 2006 CUST ID No. 225410 ATTN. POWTS Inspector ZONING OFFICE PAUL R KOEHLER ST CROIX COUNTY SPIA E5678 704TH AVE 1101 CARMICHAEL RD MENOMONIE WI 54751 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 04/19/2008 Identification Numbers Transaction ID No. 1259851 SITE• Site ID No. 711578 Brant and Jennifer Rooney Please refer to both identification numbers, 1090 County Hwy N above, in all corres oridence with the a enc Town of Kinnickinnic St Croix County FOR: Description: Proposed Three Bedroom Mound System Object Type: POWTS Component Manual Regulated Object ID No.: 1070978 Maintenance required; 450 GPD Flow rate; 16 in Soil minimum depth to limiting factor from original grade System(s): Mound Component Manual - Version 10, SBD- 10691 -P (N.01101), Pressure Distribution Component Manual - Version 2.0, SBD- 10706 -P (N.01 101); Biofilter The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes. and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for 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: • This system is to be constructed and located in accordance with the enclosed approved plans and with the component manual(s) referenced above. • A sanitary permit must be obtained from the county where this project is located in accordance with the requirements_of Seca 145.135 and 145.19, Wis. Stats. • Inspection of the POWTS installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats. • The area within 15 feet horizontally below the system shall remain undisturbed. Vehicular traffic or soil compaction in this area is prohibited. • A state approved effluent filter is required. Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the filter is required. Access to the filter for cleaning must be provided per Comm 84 product approval conditions. • Comm 83.22(7) - 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. Owner Responsibilities: • The current owner, and each subsequent owner, shall receive a copy of this letter including instructions relating to proper use and maintenance of the system. Owners shItl()c► e py of the appropriate operation and maintenance manual and/or owner's manual for the S seg this approval. u,C l,, . APP OVFn - PAUL R KOEHLER Page 2 4/19/2006 • Comm 83.52(1)(a) - The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. Comm 83.54(1). • Comm 83.52(2) - A POWTS that is not maintained in accordance with the approved management plan or as required under s. Comm 83.54(4) shall be considered a human health hazard. 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. • The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. 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 maintenance of the POWTS. Sincerely, Fee Required $ 175.00 ` Fee Received $ 175.00 Balance Due $ 0.00 < �MSS m POWTS Plan Reviewer, Integrated Services (608)789 -7892, Mon - Fri, 7:15 am - 4:00 pm WiSMART code: 7633 jerry.swim@wisconsin.gov Cc: Leroy G Jansky, Wastewater Specialist, (715) 726 -2544 i sq� 4A j cci �'F MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGW/), 4 Residential Application INDEX AND TITLE PAGE Project Name: Brant & Jennifer Rooney 3 bedroom Residential Mound Owner's Name: Brant & Jennifer Rooney Owner's Address: 1090 Co. Hwy. N Roberts, WI 54023 Legal Description: SE1 /4NE1/4, Sec. 5, T.28N., R.18W. Township: Kinnickinnic County: St. Croix Subdivision Name: CSM Vol. 17, Pg. 4481 Lot Number: 2 Block Number: na Parcel I.D. Number: 022 - 1011 -40 -130 Plan Transaction No.: Page 1 Index and title Page 2 Data entry Page 3 Mound drawings Page 4 Lateral and dose tank Page 5 System maintenance specifications Page 6 Management and contingency plan Page 7 Pump curve and specifications Page 8 Site Plan Page 9 Soil Evaluation Report Designer: leIl l'o 41- License Number: Date: 03/23/06 Phone Number: 71s' 2 ye - 'Wxe Signature Designed Pursuant to the Mound Component Manual for POWTS Version 2.0 SD13- 10691 -P (N. 01/01), and SSWMP Publication 9.6 Design of Pressure Distribution Networks fbLSS.SAS (01/81) — µniMENT OF COMMERCE DIVISIA Of SAFETY AND BUILDING �a e 1 of 9 Version 3.0 (03/01/01) 9 SEE C&RN4 ONDENCE Mound and Pressure Distribution Component Design Design Worksheet Site Information (r or c) R Residential or Commercial Design Note: Sand fill (D) calculations assume a 300.00 Estimated Wastewater Flow (gpd) Table 83-44 -3 in -situ soil treatment for fecal 1.50 Peaking Factor (e.g. 1.5 = 150 %) conform of - 36 inches. 450.00 Design Flow (gpd) 4.00 Site Slope ( %) 95.75 Contour Line Elevation (ft) 16.00 Depth to Limiting Factor (in) 0.40 In -situ Soil Application Rate (gpd/fl?) Distribution Cell Information 90.001 Dispersal Cell Length Along Contour (ft) = 5.00 Cell Width (ft) i.001 Dispersal Cell Design Loading Rate (gpd/fl?) 1 Influent Wastewater Quality (1 or 2) Are the laterals the highest point in the distribution I Y Pressure Disribution Information network? Enter Y or N (c or e) a Center or End Manifold 2.50 Lateral Spacing (ft) If N above, enter the elevatioT 2 Number of Laterals of the highest point. 0.125 Orifice Diameter (in) (e.g. 0.25) 2.50 Estimated Orifice Spacing (ft) = 6.25 ft /orifice 2.00 Forcemain Diameter (in) ---� 180.00 Forcemain Length (ft) Does the forcemain drain back? _Y 80.00 Pump Tank Elevation (ft) Enter Y or N 6.50 System Head (ft) x 1.3 29.36 Forcemain Drainback (gao 16.92 Vertical Lift (ft) 81.25 5x Void Volume (gal) 3.42 Friction Loss (ft) 110.61 Minimum Dose Volume (gal) 26.83 Total Dynamic Head (ft) 29.66 System Demand (gpm) Lateral Diameter Selection Manifold Diameter Selection in. dia. options choice in. dia. options choice 0.75 1.25 x 1.00 1.50 x x 1.25 2.00 1.50 x x L 3.00 2.00 x 3.00 x Gallons /Inch Calculator (optional) Treatment Tank Information 646.00 Total Tank Capacity (gal) 1000.00 1 Septic Tank Capacity (gal) 1 38.001 Total Working Liquid Depth (in) Wieser Concrete I Manufacturer 17.00 gal /in (enter result in cell B49) Dose Tank Information Effluent Fitter Information 646.001 Dose Tank Capacity (gal) Pol Lok Filter Manufacturer 17.001 Dose Tank Volume (gal /in) PL -525 Filter Model Number Wieser Concrete= Manufacturer Project: Brant & Jennifer Rooney 3 bedroom Residential Mound Page 2 of 9 Mound Plan View :0_ J 1/10 B v ' e ' ' ; ; Observation Pipe .. 3 .. K.... . ,;•..• •. ti. W .. .F . B _ _ _ _ _ _ _ _ '� ' ^^'�;;`` I �- Mound Component Dimensions A 5.00 ft E 22.40 in H 1.00 ft K [ Aft ft B 90.00 ft F 9.50 in 1 10.77 ft L ft D 20.00 in G 0.50 ft J 7.92 ft W 450.00 (ft Dispersal Cell Area 1419.03 (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 99.21 (ft) -► F persal Cell 97.92 pis e (ft) Lateral 97.42 (ft) - ► — :: Invert Dispersal Cell ' ' t Elevation E D . ..... . . . .. . ... ). {, ?.,1,, 95.75 (ft) Contour Elevation 4.0 % Site Slope Geotextile Fabric Cover Shading Key Dispersal Cell See lateral details on [� ® Topsoil Cap c a 1.5 ft r,.;, : Page 4 for number, } } } }} to O r�" © Subsoil Cap :; :. , ;. L• .• size, and spacing of ASTM C33 Sand I ���� F laterals. Laterals are 0.5 ft •' Typical Lateral x �. Tilled Layer L: .• equally spaced from ❑5 r:'r:r:' Aggregate o _ �:� the distribution cell's 4) - A centerline in the distribution cell (AxB). Project: Brant & Jennifer Rooney 3 bedroom Residential Mound Page 3 of 9 APR -17 -2006 08:41 AM A.C.E. Soil & Site Eval. 715 248 7764 P.02 End Connection Lateral LayoUt Diagram ater soont.n ovap one AA Tu rn- up- MbativaNeOrotaanoutplua J PfFroroq �rrjQ&n at #Mloal IF X --� Haf•s ariBoq nn th bottom of eh lat eral S equally opaootf ovnneotlon Via toe of 0r09s to minifOld it -arrp Oh Laterals fwtoe math of PVC Soh e0 (per QOMM TWO 900.6) Number of Laterals 2 Orifice Diameter 0,125 in Lateral Diameter 1.50 in 0r&A Spacing (X) 2.53 ft Lateral Length (P) 88.55 It orifices per Lateral 36 Lateral Spacing (S) 2.50 ft Orifice Density Lateral Flow Rate 14.83 gpm Manifold Length 2.50 ft System Flow Rate 29.66 gpm Manifold Diameter Total Dynamic Head 26.83 ft Forl amain Velocity 3.03 ft/sec Dose Tank information Locking ooverwith warning label and loolcing devios and sealed watertaht Electrical as per NEC 300 and ��—► Comm 1e.3e WAC in. min. t)ISCOn �� tank component is prCperly vented Alternate Ou E — tlet location pomemain diameter Wieser Concrete Manufaoturer _ 2 in. Caprcityl 846.00 Gallons A Volume 17,00 galllnch Weep hole or anti - Dimension Inches' Gallons B siphon device A 17.75 '301.11 C B 2.00 34.00 ty� um,,,p oM elevation (ft — - C 6.75 114.79 92.01 D 11.50 195.30 D Total 38.001 846.00 D�nk elevation 3 Beddine tan 91 Alarm Manuafacturer Levei rm Alarm Model Number Dt V Pump. Manufalcturer Z Pump Model Nu Pump Must Deliver 29.68 9 at 25.83 )TD Project: Brant & Jennifer Roone bedroo ealdential ound Page 4 of 9 I Mound System Maintenance and Operation Specifications Service Provider's Name Jim Thompson Phone 715 - 248 -7767 POWTS Regulator's Name St. Croix County Zonin Phone 715 -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 Wastewaterl 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 months Pressure System Laterals should be flushed and pressure tested every 1.5 years Mound Inspect 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 Threaded Cleanout Sprinkler Valve Box Plug or Ball Valve Distribution Lateral Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Project: Brant & Jennifer Rooney 3 bedroom Residential Mound Page 5 of 9 Mound System Management Plan Pursuant to Comm 83.54, Wis. Adm. Code 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 filter when removed from its enclosure. If the filter is equipped with an alarm, the fitter 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. Pump 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. Continciency 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. Project: Brant & Jennifer Rooney 3 bedroom Residential Mound Page 6 of 9 • ILL PUMP PERFORMANCE CURVE MODEL 151/152/153 TOTAL DYNAMIC HEAD /FLOW 5o PER MINUTE 14 45, EFFLUENT AND DEWATERING 12 . 40 MODEL 151 152 153 35 352 Feel Meters Gal. Liters Gal. Liters Gel. Liters to 30 ` � 5 1.5 5o 189 69 261 T7 291 a 10 3.0 45 170 61 231 70 265 T, 4)• I 0 8 25 151 15 4.8 1 38 144 53 201 61 231 s 20 8.1 29 110 44 187 52 197 6 20 25 7.6 16 61 34 1 129 42 159 30 9.1 23 87 33 125 75 35 10.7 22 85 t0 40 122 — — — 11 42 Shut-off Head: 30 ft. (9.1m) 38 fl. (11.6m) 44 IL (13.4m) 2 5 0145086 0 10 20 10 40 50 60 1 0 60 90 1 GALLONS LfrFRS 0 40 80 120 160 200 240 280 3 3 Model 151 Models 1521153 CONSULT FACTORY FOR SPECIAL APPLICATIONS 6732 btu 3716 4518 327/32 459 • Timed dosing panels available. • Electrical alternators, for duplex systems, are available and 327132 SUpplled with an alarm. 371% • Variable level control switches are available for controlling ® 37 3 single phase systems. 1- • Double piggyback variable level float switches are available for variable level long and short cycle controls. • Sealed QvAk -Box available for outdoor installations. See FM1420. • Over 130'F. (54 °C.) special quotation required. 15115[1153 Series 1t l /16 121/6 l 15111521153 MODELS Control Selection Model Volts-Ph Mo e Amps Simplex: Duplex 51/8 N151 115 1 N on_ 6.0 1 2 a 3 BN151 115 1 A uto i 6.0 Included 2 a 3 El 230 1 Non 3.2 1 2 a 3 B E 151 a 230 1 Auto ~ 3.2 Included 2 3 SK2444 SK2064 N152 115 1 Non 8.5 1 2 or 3 rBN152 115 1 Au I 8.5 Included 2 or 3 E152 230 1 Non 4.3 1 2 a 3 SE152 230 1 Auto ! 4.3 Included 2 or 3 N153 115 1 Non 10.5 1 2 or 3 BN153 115 1 Auto 10.5 Included 2 or 3 E153 230 1 Non 5.3 1 2a3 SELECTION GUIDE BE153 30 1 Auto 5.3 Included 2 or 3 1. Single piggyback variable level float switch or double piggyback variable level float o CAUTION switch. Refer to FM0477. An installation of controie.. prof -- :action devices ana wiring should be done by a qualified 2. See FM0712 for correct model of Electrical Alternator E-Pai ucensed etecttictan. All eta tna.t ana safety codes should be followed including the most recent National Electric Cone (Ni C) and the Occupational Safety and Health Act (OSHA). 3. Variable level control switch 10-M5 used as a control activator, Specify duplex (3) or (4) float system. RESERVE POWERED DESIGN For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. MAIL TO: P.O. BOX 16347 - - -- - - - - -- Louisvi8e, ICY 40258 0347 Manuleclurers of.. Q SHIP To 3649 Cane Run Road Lafsvflle, l(Y 4 7 02 11 -1 9 61 QuwrrPuuvs FI#Cr /9,99 httplAvww.zoelle! corn PUMP !O_ (502) 7782731. 1(800) 928 PUMP FAX (502) 743824 © Copyright 2004 Zoeller Co. All rights reserved. Wscont pe "t of Commerce SOIL EVALUATION REPORT Page �of 3 Division ?f � e y and Buildings I in accordance with Comm 85, Wis. Adm. Code Attach site plan on paper not less than 8 1/2 x 11 inches in size. an mtR E iC E -s G� 1 include, but not limited to: vertical and horizontal reference point (BM), dire 'on and Parcel I.D. L percent slope, scale or dimensions, north arrow, and location and distance nearest road. 0 ZZ -/6 ! - V � 0 Please print all information. S c P 2 Date for seconds purposes (Privacy Law• . 15. 1) 0 P ersonal information u vide may be used secondary p rpose ( ` A�Inj Property Owner I ��roiv - ,l ropert Q141 N90FFICE IF cd G L.et� Govt. Lot E 1 /4,{JE 1/4 S N R/ E (or) Property Owner's Mailing Address Lot # c lock # Subd. I Name o SM#' c ity State Zip Code Phone Number ❑ City ❑ Village/ D Town Nearest Road ® New Construction Use: Residential I Number of bedrooms 3 ' y Code derived design flow rate /6 0 6 GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material TI , I Flood Plain elevation if applicable �/�- ft• General comments S y 5 f C m 21'eV . and recommendations: (�OV� r �� J Boring # E] Boring �1 1 ® Pit Ground surface elev. ft. Depth to limiting factor /, in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 I o Z 10 -1 S a r /3 s�'�/ b r 5 - ' `� Y 160 Boring Boring # ❑ Boring ❑ pit Ground surface eiev. 9, q0 ft. Depth to limiting factor _p in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 r3/3 — S, - I ;►Waal M r CS J� ,S . ff v r 1 S SG I zry � t rn.-F r o6-otQ / c s �- Y Se 7 en,sbL mi ' Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 _< 150 mg/L ' Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) i cure � CST Number a Address �— Date Evaluation Conducte Telephone Number Il 3 &0 t-' X1 �rnc rte, <.v/ Sy�zs d/ o 7 7r� -aye -V f 9 Property Owner e 'ler ! Z Parcel ID # Page of Boring # ❑ Boring� Pit Ground surface elev. ft Depth to Iimitlng (actor A 4- _ (n. Sod Appllcalion Ralu I orizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /i1 In, Munsell Uu. Sz_ Con Color Gr. Sz Sh. 'Eff #1 'EffU2 6 -11 16 3/L 5, V � ajo F-1 Boring # E] Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Ratu Horizon Depth . Dominant Color Redox Description ._ Texture - Structure Consistence Boundary Roots GPD /11= In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff #1 'Eff#2 Boring # ❑ Boring _ Ground surface elev. El Pit ft. Depth to limiting factor in. Soil Applica Rate Horizon Depth Dominant Color Redox Description Texture . Structure Consistence Boundary Roots GPD/f1 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff #1 'Eff #2 Effluent #1 = BODs > 30 < 220 mg/1- and TSS >30 < 150 mg/L • Effluent ft2 = BOO 30 m s _ < g/4 and TSS < 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. S13D3330 (R07/00) i Property Owner Z e'1er f Z , Parcel ID # Page 9 of Boring [� ' # Boring _ a pit Ground surface elev. T? , go ft Depth to limiting factor in. : Sod Application Rai Iiorizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/tt In. Munsell Qu. Sz. ConL Color Gr. Sz Sh. 'Eff #1 - •Eft 02 1 6 6 , 3/ Z / -1 o r y/ 5 %C-1 Zj-,'? , A , F-1 Boring # ❑ Boring ❑ Pit Ground surface elev. R. Depth to limiting factor in. Soil Application Ra C Horizon Depth Dominant Redox Description.. Texture - Structure Consistence Boundary Roots GPD /It' In. Munsell Qu. Sz- Cont. Color Gr. Sz. Sh. •Eff #1 •Eft #2 a Boring # ❑ Boring . ❑ P(C Ground surface elev. R Depth to limiting (actor in. Soil Application Rat Horizon Depth Dominant Color Redox Description Texture . Structure Consistence Boundary Roots GPD 111 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff #1 'Eff #2 • Effluent #1 = BODS > 30 < 220 nx,I/L and TSS >30 < 150 mA • Effluent ft2 = BOD < 30 mg/t and TSS < 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 M 608- 264 -8777. Sa(11330(R07100) PAGE .3 OF 3 NAME L a v� e r4z LOT# Z LEGAL DESCRIPTION St V wE Z ,S 5 T 2 $ ,N,R, E(orX�' SCALE: I"= yd BM 1 ELEVATION /070. d BM 1 DESCRIPTION t,,c a-� / " l ev c BM 2 ELEVATION 15- I �tj BM 2 DESCRIPTION — SYSTEM ELEVATION l00 �6 I SYSTEM TYPE n 0( CONTOUR ELEVATION 9� S ti L67 -3 lb a 98, o o �yoa i I � i t C � SIGNATURE DATE —�� 4 _ RECEIVED s P 4 2001 $. Tl a amw if (G OFFICE & 4%0 W fn i O I •� • oN T ® • 0 8c I �°Z ym � np �5 m i �c ° 'v C z m � D� *0p ON Z Z55 � ' NpZ In u -. rnz m v D mz .cm zm In O z C7 �� n'D _ m v D C Op r m v v Z O �1 D ��� �NZ C 2 v Z z o �v� v z C 42 ° z om w m OD m O � � r. c BEARINGS ARE REFERENCED TO THE Z - G; . z C Z EAST LINE OF THE NE1 /4 OF SECTION --i 5, ASSUMED TO BEAR N01'09'48 "E NE O D lo A N r. A D z / I - �rrrrrrrr r � m t ?wwNN�� ' a z Q oxoxnXn ' � 'Coo "O� LTn 0 n 0 0 O K , 0 a 0 (n C7 I I . I w OD CO OD t0 OD t0 OD t0 N - ON D I .� ( v.iwvw.P:4$4p M OD� 6 ' 6' J w o m I p N V O "0 N �7 33'33 �ooD _ O N Orno0 -1 Z z co 85,$ � I I .90'L6S3� C L" ) oNc jl,, jN j> o m LL'69£ g m M ' Z � 7C N I � �- 1 � o ml N S' cn I I a - ; O a �, -1 s 1 OI N � i D I I� 1 .� - N 4 ; m - • • `S01'09'48"W ' N O ; - m 396.26' ; m p O i D ' j I _) i i 368.97' r =I 01 00 c9, i 1 i Qo $ _ 01 N 0) :-n O c OD 1 � `� N O YI 1 N t 9; `� n N w f 0 m ro 1 � AI :S01 09'48"W N I /� y 0 1 00 1 395.61' N O Q z I o N xm '� �� ?6 368.97'° �G z I N S i g O N (0 I � INI � N I � O { ° N . 91 c N O.s� vq ( 0 0 , Nnl DA ° Z In I w , DV m a - •.L.._Sol *09'48'W 1 1 � N 0 394.96' I � nO m 1 2 368.98' �° �' 0z -- n---- 4 - - - - -- s$ 1 N z N 1 O O 5� N Z rn m 00 N n m N0 ° 0948 °E 394.31' L THE NEIN4 OF i 0 = cn n 1 �' '_ ( N01 °09'48 "E 2644.27' I h I i �o�oo oa I i 99CI 3 -i - -- i CCN� o I 1 pro C�4`� I 'NO N o m Ip c° _ 7 ° r. N ,; �Z,vr �W to u,NZ m O zcc RI m In E .. (n C P LEGAL ST. CROIX COUNTY, WISCONSIN OLD TXSCR02 REAL ESTATE TOWN OF KINNICKINNIC COMPUTER NUMBER 022 - 1011 -40 -130 Parcel Number 5.28.18.68C OWNER NAME: First FREDERICK G Last LENERTZ PROPERTY ADDRESS: Hse # 1/2 PD -- Street Name -- Type SD Apartment 1090 CTY RD N SECTION 5 TOWN 28N RANGE 18W '/4160 NE 1 /440 SE Line Description Line Description TOTAL ACREAGE 2.150 PLAT CSM 17 -4481 022 -03 LOT02 BLK 01 SEC-5J20 R1 181W PIS NE 15 CSM 17 -4481 LOT 2 16 AC) 1 04 18 05 19 06 20 07 21 08 22 09 23 10 24 11 25 12 26 13 27 14 28 F1- General, F4 -Prev. Parcel, F5 -Next Parcel, F7- Valuations, F8- History, F10 -Exit Pam Quinn Subject: Brant Runey meet at 1090 Cty. N Location: lot 2, CSM 17 -4481, Kinnickinnic Start: Tue 1/31/2006 8:00 AM End: Tue 1/31/2006 9:00 AM Recurrence: (none) Cell #651 - 303 -1388 for owner yd r j wd u 1 Parcel #: 022 -1011 -40 -130 01/27/2006 03:31 PM PAGE 1 OF 1 Alt. Parcel M 5.28.18.680 022 - TOWN OF KINNICKINNIC Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner BRANT &JENNIFER ROONEY O - ROONEY, BRANT & JENNIFER 1090 CTY RD N ROBERTS WI 54023 Districts: SC = School SP = Special Property Address(es): " = Primary Type Dist # Description ' 1090 CTY RD N SC 2422 ST CROIX CENTRAL SP 1700 WITC Legal Description: Acres: 2.150 Plat: 4481 -CSM 17 -4481 022 -03 SEC 5 T28N R18W PT SE NE CSM 17 -4481 LOT Block/Condo Bldg: LOT 02 2 (2.15 AC) Tract(s): (Sec- Twn -Rng 401/4 1601/4) 05- 28N -18W SE NE Notes: Parcel History: Date Doc # Vol /Page Type 09/29/2005 807937 2898/506 WD 04/02/2004 758565 2540/618 WD 03/24/2003 714311 17/4481 CSM 2005 SUMMARY Bill #: Fair Market Value: Assessed with: 143058 49,500 Valuations: Last Changed: 08/10/2005 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 2.150 50,000 0 50,000 NO Totals for 2005: General Property 2.150 50,000 0 50,000 Woodland 0.000 0 0 Totals for 2004: General Property 2.150 30,000 0 30,000 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch #: Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 8637937 U 2898 506 R�IST�ER ST. CROI CO., VI STATE BAR OF WISCONSIN FORM 2- 2000 RECEIVED FOR RECORD Document Number WARRANTYDEED 09/29/2085 0238TH WARRANTY DEED THIS DEED, made between Cozy Homes, LLC, Grantor, and Brant EXOPT F Rooney and Jennifer Rooney, husband and wife, as Survivorship Marital REC FEE: 11.08 Property, Grantee. TRAIL FEE: 177.08 Grantor, for a valuable consideration, conveys and warrants to Grantee COPY FEE: the following described real estate in SL Croix County, State of W: CC FEE: r es PAGES: 1 That part of SE 1 /4NE1 /4 Sec. 5- T28N -R18W described as follows: Lot 2 of Certified Survey Map recorded in Vol. 17 of Certified Survey Maps, page 4481 as Doc. No. 714311. p......t:.... Il- LOCtJSt fleet Exceptions to warranties: HU&M, VA 540 Easements, restrictions and rights -of -way of record, if any. wt•lShB t.VL 022 - 101140 -130 Parcel Identification Nwnber (PIN) This kW homestead property. Dated this 28th day of September, 2005. Cozy Homes, LLC _B _ * Bruce French, Chief Manager AUTHENTICATION ACKNOWLEDGMENT Signature(s) STATE OF WISCONSIN ) ST. CROEK COUNTY. ) ss. authenticated this 28th day of SW Parsorrally txnooe before tat: this septeanber 28, Zoos the above reared Brute French, Chief Manager, Cozy Homes, * LLC to we known to be the person(s) who executed the TITLE: MEMBER STATE BAR OF WISCONSIN g and acknowledged the same. (If not, authorized by § 706.06, Wis. Slats.) THIS INSTRUMENT WAS DRAFTED aY *Cheribiown Notary Public, State of Wisconsin Peterson, Frain & Bergman — Steven H. Bruns My commission is permanent. (If not, state expiration date: 50 East Fifth Street, St. Paul, MN 55101 3/11/2007 ) (Signatures nuy be authenticated or acknowledged. Both are not necessary.) "mes Opersons signing in any capacity must be typed or printed below their signature WARRANTY DEED STATE BAR OF WISCONSIN FORM I48.74W May 05 06 12:51p p.1 ST_ CR O DC CO CM'Y SEPTIC TANK MAD41MNANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM `Ow ner/Buyer rPC A - rt Mailing Address -SC q S-L I I ,., - P4 � � l� � S� f (w? 4c. KA hJ y� Prcl?erty Address 109 o C-�-,► 7� �+ (Ven>a �e on �requ�d fawn ng &Dung Department for new construction) Cily/soft �C b�,r -�S wl- Pared Identification brumb i - ���� �V�+ Lv f�� LEGAL DLSC'B1pTIOlY Property F.ocalion 'A 0 � r • ' • _ T �.� N R e W, Town of If •1t A t _�� h Ili L Subdivision Certified Survey Map # Volu me S P 7 . a e # �I - � Warraaty Deed # Q f SOL Volume . Ts6t: # Spec louse O 5%s I9 no Lot linen identifiable is yes o no SYSTEM MAINTEMeNCE AND O II'Il+"ICATION lmprcp w we and maft of vour or s septic system could result in its ptieQnattue failure to handle wanes, mumenasoe eon Us of pumping out the septic tank every three years ooner, if n proper YO the system can affect the foacdon of the �spd. by s t e O pampa. What c p � . respoasabilitissn te septic tank as a treatment stage m the v�aste disposal system. Owner tnainttalaace +pmi5+ed in jComnL 83.52(]) and in Chapter 12 - St Craix County Sanitary Ordinance. The properly ova W "Braes Io avbaut O St. Croix Coney Flaming & Zoning moment a oe rtifirition foittu, siBieed by the owner and hY a ro+nnter plumber. lammeyam plumber, restr+eeed plumber or a Evensod puttpQ verifying tae (1) the on-jedc was -ater disposal system is in proper operating condition andlor f2) aliar inspectio" and pnnopigg Ofrmcessary the septic tank is less Than 113 fu11 ofsludge. Lure, the uodemigaed have read the above regyuemen and agree to maintain the Croix the De standards set fartb. b rein as set byr the Departmmnt of Coutwarae and paroamt of Nattvat Sewage disposal 'stem wiM the Certification �mcs, Stale of Wisconsin. atiCmg dnat }bVC aepCC s) d has been maintained mast be completed an 1LnY n County Phuming do Zonirt817epar��+witbrin 30 days oftLe dare" yaareapiratioa date. rned to the S U4ve certify that all t alemews on this form art loan to the best of my/our knowledge. I.tive amlare the owner(:) of rye Property de9esbed above. by virwc of a vmraely deed - cd m Reprttes of Deed" OSioe. Number of bedrooms: ..3 IYT 05 i 05 ? 20%c SIGN S � � DATE "`Aay inbbrmatkm that is misrepresented may iesWt in else sanitary per>mt being revoked by she Planning do ZoninS Depsromeat MOV Include with this appHcaion a recorded munanly deed fora the Regidw of Deems Office and a copy of the ce r46nd survey map if reference is made in the warranty deed. MEV_ "105) zd 99s9m ONI.LVAY=3 110M gtzLI so so Aaw Z - d "VZ-9bZ LL - 11021>1 NNV t1S11 d96 vo 90 go AeW 541" 84" 43" z r m w -{ i o D D 3,. 5., mo n20 m Z cn (n 1 1 m cn m r D D m A m � m ?_ t m m 462" A tl I ILI z L, I I O 41 c r m D Z C'? D D Z n D C n --i D � r r O z O p O r x O 6 --A m U O n D Z z C) On Q�Z ? z rnp O n> - Z 0 rcn O -0 Sn� n 2 p �22m0� o Dz 'm m �2 � > Moo >0 27 o0'p 0 Z CO m rn n m N m -17 Dm A n N-0 0 DO 0u N D 1 1 10F oC lm C < Z u� mmm N O D \ '10 O m n m n y D CO m m o cn m y m c l i O ry - O 2_ > O w r- W x 0 Q N -1 < o IQ (n D m r CO � •O n Z m * M C G7 G7 m M f CD 0 o N CD N -0 O� c D D n D D 0 ' O D O fm1 0 D \_ \_ = Z -.1 V' zm Z > Z� o C7 O O C �_ Z D v0 I n > C m C 0 o _� o O m to v D 0 r Z m r ,^ n m O O 2 m n A rn, Q < z z n m z m rn � , WLP1000 /650 -MR SCALE: 1/4 " =1' REV NO. DATE MIESER cuOURETE DRAWN BY:SWT Z SEPTIC MANUAL W3716 US HWY10. MAIDEN ROCK, WI 54750 DATE: JANUARY 2001 �° REV. JAN. 2004 800 -325 -8456 FILE: WLP1000 /650 -MR 1 3 i 7 1 4 3 1 1 VOL 17 PAGE 4481 KATHE M H. ALSH REGISTER OF DEEDS - ST. CROIX CO. WI RECEIVED FOR hECORD C I 03/24/2003 01:00PM o vZi O ® CERTIFIED SURVEY MAP REC FEE: 13.00 COPY FEE: 0 r ° vv vrn - o rvcn mrvl oc -n 56 pn r PAGES: 2 Z �7, �rn rnO�m tOm p zn r�� ri m�� m z E , ° c 0 a n� �v ov v n m m 9 c m � p Z OC p Z n K o m o Z BEARINGS ARE REFERENCED TO THE o N rn om N z m �+ °— N m (n z c z m N iD 5A ASSUMED TO BEAR N01.09 "48 ETION v CID � oW!'�m m oCm mNK m \ z m x ° O' r r rr r I r ae O rn cn A w N- Z 0 0 0 0 0 0 0 0 o O O / n? Ln z OWD O WW m C) o M n I m m� 7nnlnn m m m m m s�si1'+!>� ^� p N m / I �...:_.. A Iv A N 0 W 0 n 1 n n n 0 1 m m �ry C9 � N _� o m � X �� s mFri mm a wi th in 30 days of,, cD N N m o W O I co d *hall be v cn O- 1 _ m D w J co oD co ? 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N n Oam D n cJ -IS01 `09'48 "W I Z m ( m Gnl w 394.96' I r� 7 O m w 1 368.98' ° � �C� °m OZ a Z z S� - -j i o�Zpm (n U1 m a m a °' 1 0 w i Z rnpm >z Z O S7 1 °> I p m .� 6 N1 m8 zo=1y= Z - 4prnzp \� 33' g 368.98' 2249.96' /) 1� I rn rn C m N07 °09'48 "E 394.31 EAST LINE OF z m O I I n '0V' S1 ' N01 *09'48"E 2644.27' THE E O p z m 1 S„ C�� °n IJhI c'om 0 ---- - - - - -- z ° �z c y A �cZ °m m c� fi �' to z m 0 7C Z U) ao 6 O U) Vol. 17 Page 4461 RECEIVED MAY .1 8 2006 ST. CROIX COUNTY EROSION & SEDIMENT CONTROL PLAN Parcel # 05.28.18.68c. Site: 1090 Cty Rd N, SE 1 /4 of NE 1 / 4 Sec. 5, Kinnickinnic Twp. — Owner(s) Brant Rooney Under St. Croix County Zoning Code 17.70(3)(b) 5: "The (Zoning) Administrator may attach reasonable erosion prevention conditions to a permit approved for issuance." Wisconsin Admin. Code Comm. 21.125 requires the building permit applicant and /or landowner to follow erosion control procedures and maintain them until the site has been stabilized. Erosion control is a requirement of the conservation easement recorded for this lot. The property Owner is responsible for notifying all contractors performing construction on this site that an Erosion & Sediment Control Plan is in effect and the following ctivities will be required in order to g q maintain compliance with the plan: p P 1. The primary source for construction site runoff will be the house foundation excavation, driveway, and any soil stockpiled until final grading and stabilization is complete. Septic system installation adds to temporary disturbance, but establishing cover on exposed soils will prevent erosion. Apply seed and mulch cover as recommended in #5 below. Maintain existing vegetation wherever possible to minimize erosion and sediment movement. Surface drainage flows toward the drainage easement located along the northeast property line. 2. Intercept and route contaminated runoff into stabilized vegetated buffer areas by creating temporary diversions graded ALONG CONTOUR between construction areas and any potential receiving waters (includes drainage ditches). Do not allow diverted runoff to be directed into surface water conveyances. (See specification sheet for temporary diversions provided by Zoning Dept.) 3. If excavator grades the site to create temporary diversions (see #2) to contain sediment and leaves adequate vegetative cover to protect areas of concern, installation of other products may not be necessary. However, silt fence, straw wattles, or other approved sediment control products will be required if sediment cannot be contained on owner's property with diversions and vegetative buffers. The POWTS or Building inspector may evaluate ESC plan effectiveness and make recommendations to owner for any action required to comply with applicable regulations. 4. Construction equipment and vehicles must utilize a stabilized driveway access off public road for heavy equipment; this includes cement trucks, well drillers, and other contractor's vehicles that access the property during construction. This helps avoid muddy, rutted conditions that may allow contaminated runoff to reach waterways and/or drainage ditches. Property owner must repair damage to ditches resulting from multiple access points and sediment tracked on public roadways must be removed at the end of each workday. 5. Stabilize new topsoil cover over septic system with seed and mulch immediately after installation - do not wait for final stabilization and/or landscaping of entire site to cover exposed soils on the POWTS. If late- season weather will not permit seed germination, a heavy straw mulch cover will prevent erosion until vegetation can get established. Erosion control matting can be applied any time of year and, if installed properly, will provide protection even if seed germination is delayed. The owner of record during site construction will be responsible for compliance with the ESC Plan. Please feel free to contact me with questions regarding erosion & sediment roduct installation. Prepared by: Ryan Yarrington POWTS Inspector #683475 Owner acknowledgement of ESC Plan requirements: 2 _k T 7 , 1� /0642006 Parcel #: 022 - 1011 -40 -130 05/10/2006 08:58 AM PAGE 1 OF 1 Alt. Parcel M 5.28.18.68C 022 - TOWN OF KINNICKINNIC Current X' ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): 0 = Current Owner, C = Current Co-Owner BRANT &JENNIFER ROONEY O - ROONEY, BRANT & JENNIFER 5049 N STILLWATER BLVD STILLWATER MN 55082 Districts: SC = School SP = Special Property Address(es): • = Primary Type Dist # Description 1090 CTY RD N SC 2422 ST CROIX CENTRAL SP 1700 WITC Legal Description: Acres: 2.150 Plat: 4481 -CSM 17 -4481 022 -03 SEC 5 T28N R18W PT SE NE CSM 17 -4481 LOT Block/Condo Bldg: LOT 02 2 (2.15 AC) Tract(s): (Sec- Twn -Rng 401/4 1601/4) 05- 28N -18W SE NE Notes: Parcel History: Date Doc # Vol /Pa e Type Yp e 09/29/2005 807937 2898/506 WD 04/02/2004 758565 2540/618 WD 03/24/2003 714311 17/4481 CSM 2006 SUMMARY Bill M Fair Market Value: Assessed with: 0 Valuations: Last Changed: 08/10/2005 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 2.150 50,000 0 50,000 NO Totals for 2006: General Property 2.150 50,000 0 50,000 Woodland 0.000 0 0 Totals for 2005: General Property 2.150 50,000 0 50,000 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch M Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 0 CD c 0 qb CD 0 z m LL c 0 Cl) z 00 E z 0 p z 0 co (D C%j W i ■ 0 z E \ c m 4) .� � 2 ON 0 < < I 2 z z n CV C> CO E 0) 75 0 13 CL E i U) U) z 0 0 0 0 0 (D 0 0 U) -1 0 1 . = o z 0 o ftla \ k \ C: z (n U) c / / co 06 L) co cc c u) l - r 8 — c w z . L IL 7E r '+Ali Z.0 E co� 0 0 10 CL 0 U) 0