Loading...
HomeMy WebLinkAbout040-1082-90-250 Wisconsin Department of Commerce • 1 PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division S INSPECTION REPORT Sanitary Permit No: 463478 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)]. 9/0 Permit Holder's Name: City Village X Township Parcel Tax No: Alvarado, Chris I I Troy, Town of 040- 1082 -90 -250 CST BM Elev: /� Insp. BM Elev: BM Description: U i ,' ctionrTown /Range /Map No: 7 7. I q). - 7 46M wt4w1 _� 21.28.19.326C20 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION / BS HI FS ELEV. Septic �S� I Behehmark Y M Z_ SC! A"L, - 1 - 7 Dosing Alt. 0 Aeration V Bldg. Sewer /�, ,� }3 � Holding St/Ht Inlet ( A f i I , /, q TANK SETBACK INFORMATION St/Ht Outlet 45 1 `(' Z 1 • TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet (Q) 1 •3 c ��� 6 � I Septic Z� "f }5 t , (� �_ Dt Bottom / a� A 25 ���3 O 3. 3o Dosing U u Header /Man. Aeration Dist. Pipe (A) a,(o 2 PC ,,L I D, T Holding Bot. System C ,30 1j - � 3 t Final Grade PUMP /SIPHON INFORMATION Manufacturer Demand St Cover r Z 8 i LL� GPM a Vvf I� �S Model Number D J 2 3 DH Lift \3 Friction Loss System Head TDH Ft Z �A x-33 lQ g .Zq ,5 2$•9T d Forcemain Length I Dia. Dist. to Well , 200 SOIL ABSORPTION SYSTEM Width , Length No. Of3reaeHes— n PIT DIMENSIONS No. Of Pits Insi a Dia. DIMENSIONS � 0( bS '7,, f 0J7 —/� SETBACK SYSTEM TO 0 P/L BLDG WELL LAKE /STREAM CHIN Man cturer. INFORMATION CHA OR Tye f System: , i / NI odel Num ruwd ZD 13 DISTRIBUTION SYSTEM 1 0 -�v �vm }rr�iti Ski Header /Manifold it Distribution I x Hole Size x Hole Spacing Vent to Air Intake Length 2• ?S Dia 0 l Spacing 2 3S S/32 SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only Depth Over Depth Over xx Depth of xx Seeded /Sodded xx Mulched Bed/Trench Center Bed/Trench Edges Topsoil Yes f °;'.' No ]Yes , �_I No COMMENTS: (Include code discrepencies persons present, etc.) Inspection #1: I� / —�- F�'� Inspection #2: OUb � � No �C 20 Location: 506 Rolling Meadow Drive River Falls, WI 54022 (SW 1/4 NW 1/4 21 T28N R19W) NA Lo t 8 Parce ( P�dt,c -�QS� 1.) Alt BM Description�5'r �^°"� tkAlk y � I 2.) Bldg sewer length = f 1 L 4 h ''� ` `�" V (P 3 fYUS'r 'F194I'1~ - / vt LLa¢P b�� - amount of cover = q� Plan revision Required? Yes No - - -- �� _cs Use other side for additional information. - Date Insepctors Signature Cart. No. SBD -6710 (R:3/97) C a and Baiwinp Dlvtaton C-Ity 2ol W. Walltington Ave., P.O. Box 7162 ST. CROIX V i ' sconsin 715.04(1)(M) E D Peemd Nwaber (to be filled is by co., De rtmt'sdt of 0amm4KCe s 3 unitary Permit A�pLt do 005 > nt in of Pm w!Nb Came 83.21, Wi6. Ada Code, WswW —y be seed for wcmdwy Mrpow fig Lew, a A (if i i#r t then mNIMS uMmu) .;T- CROIX COUNTY L AppUtadwi*wmm l■t Nr- P%WftANIshnMd" ZONING OFFICE ( MEADOW DR. Property Owvws PNOUL Block tf CHRIS ALVARADO nui >'mP" ownee' M=Wg Address 3 618 OAKLEY CIRCLE SW v., NW y., section 21 QW, Stale zip Code Phone Number HUDSON WI 715-3 T 28 N R 19 aw IL Type of (�k x B'.t amply, 1 cv2 FeadlyDw - Numbwofuc&oame 4 BDRM PER SUBMITTED PLANS n°0° CSMt�um rP D PubkCo==W - Dacrrgm Use D saw Otrnea - D euye ' ! Deity yylu a owmWOr TR Y 11L Type of Peril: (Cheek erb' on he■ 00 lloe A. CON N"- line B d ) C2 - ' A [ Newr s r� D R*.eem.M SyA. D ztwaae�rllodams Talc Rapdscammt 0* D Omer M.".6au to Exidio8 Syatem B. i D Partdt Raww.l D Pamit Rzviaia0 D c6w of D Pamit Thader so Now lief Previous Pamit Number wd Dole Iaued Before EVka ioo IV owner 1V. AI'POWT8 Check aD that N= 4%mmieed h"Immd IKA4omd> 24 i 0. of wh" soil D Me and 4 2110. of vzW k 04 D At4kJ D Sine Pon SW FOW D �. Cowavo a wal..d D Preswm med k4romd © zioldi0p T=k ❑Part Pr7ter D Aerobic Treytute0t unit D Rem sera Fr7Eer D�3 Reaftowaft S Fiiw ❑ ChNaba OPripLim ❑ Gtwwd-bw © Omer (-Plain) l( . >r V. neat e■t Area IIrdEor.uttlo ■. Dedp Platy (ppa) Delipe > Propa.ed (i) sdvam gin 600 .5 .0 1200' 1393 & 00 9 VL Ta■k lob qty in Total Ntmlwr btanufrounw Ptem Site Stead Fiber Plastic Gallons GOO= of unite Concrete C asmi ed CdM Nor exiMias TsBn T .y tteptlo -R'Ms T0* YES 1250 1 WIES R YES ANOW Teatoma Lh* „ / ° oi i, * a m o w YES 1000 1 W SER YES VII. Sta<e■ye■t - 1!, the Tin hate**%* af the P0VM d wa a tYe atbaehed pifyas. Plaatba'e Nyme (Pont) I"/1�1t8 Number Bosift= Phone NOmba ODD FEATHERSTONE 242514 715-381-1704 Plamba'e Ad&m (Skeet, City, Style,. Code) PO BOX 467 HUDSON WI 54016 DAT Use D s.mgey Permit Peo i+tcbrde. Grvandw.ter Dyty d.euea =Ag I] dawoe Oar Dmiel saiirrpe w) / O- �7 / 7 0 nr. Ce.difela■r ai'Appnt►raltReiaa■a for Peappr+eroat STEM OWNER: 3. � � �i1'ldx/k�'� ��(T Septic tank, effluent filter and--- i � 2� e 7 dispersal cell must all ( be serviced / maintained A4�a ui'�Q- Arwx_ o� S a s per manag�menL rovided by plumber (��� L LOT( ��� 2. All setback requirements must be maintains as per applicable code /ordinances. A1re ►es■MeM PMas <!r W �� tY � � gslw �� w �� pr+psr wt bw fLr EV2 a 1 is Yr G�� I SBD -6398 (Ft. 01/03) From: TODD FEATHERSTONE To: PAM QUINN Date: 5/16/2005 Time: 6:35:04 PM Page 2 of 2 "Ira I I min Ot i Y' �q y - i / J 1 l 0jy 109-L .1r/7�PfIT�D s fks kaA fiv a No IM r Safety and Buildings commerce.wi.gov PO BOX 7162 MADISON WI 53707 -7162 i TDD #: (608) 264 -8777 sco n s i www.commerce.wi.gov /sb/ www.wisconsin.gov Department of Commerce Jim Doyle, Governor Mary P. Burke, Secretary March 16, 2005 CUST ID No.242514 ATTN.• POWTS Inspector TODD C FEATHERSTONE ZONING OFFICE FEATHERSTONE EXCAVATING INC ST CROIX COUNTY SPIA PO BOX 467 1101 CARMICHAEL RD HUDSON WI, 54016 HUDSON WI 54016 CONDITIONAL APPROVAL Identification Numbers PLAN APPROVAL EXPIRES: 03/16/2007 Transaction ED No. 1116910 SITE: Site ID No. 695124 Chris Alvarado - Dwelling Please refer to both identification numbers, Rolling Meadow Dr above, in all correspondence with the agency, Town of Troy, 54022 St Croix County SW1 /4, NW1 /4, S21, T28N, R19W Block: 4, Subdivision: West Ridge Acres FOR: 7 Description: New Mound System / 600 gpd / Revision To 1112505 _ Object Type: POWTS Component Manual Regulated Object ID No.: 1005723 Maintenance required; 600 GPD Flow rate; 37 in Soil minim depth to limiting factor from original grade; System(s): Mound Component Manual - Version 2.0, SBD- 10691 -P (N.01 101), Pressure Distribution Component Manual - Version 2.0, SBD - 10706 -P (N.01101); 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 follo ons s a e met onstruchon or ms a ion an pnor o o r , ♦ This system is to be constructed and located in accordance with the approved plans and with the .EPA component manuals listed above. - S /�G Divislo 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 in All p ermits SEE Y P P C�RF; F• required b th q y estate or the local municipality shall be obtained p rior to commencement of P h' P 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 maintenance of the POWTS. TODD C FEATHERSTONE Page 2 3/16/2005 Sincerel ,' Fee Required $ 60.00 Fee Received $ 60.00 Balance Due $ 0.00 ete'r Pagel Private Sewage Plan- eviewer , Integrated Services WiSMART code: 7633 (608)266-2889, M - F, 0630 - 1500 Hrs pepagel @commerce.state.wi.us P - cc: Leroy G Jansky, Wastewater Specialist, (715) 726 -2544 1 h w i MOUND AND PRESSURE DISTRIBUTION COMPONENT DE SIGN Residential Application INDEX AND TITLE PAGE Project Name: ALVARADO, CHRIS Owner's Name: CHRIS ALVARADO Owner's Address: 618 OAKLEY CIRCLE HUDSON, WI 54016 Legal Description: SW1 /4, NW1 /4, S21, T28N, R19W Township: TROY f County: ST. CROIX Subdivision Name: WEST RIDGE ACRES Lot Number: Block Number: 4 Parcel I.D. Number: rYl 77(0 9 Plan Transaction No.: _ Page 1 Index and title IV EQ Page 2 Data entry Page 3 Mound drawings <� �,�,� ;; 2005 Page 4 Lateral and dose tank Page 5 System maintenance sped icatio IN, 6 Management and contingency pla Page 7 Pump curve and specifications Page 8 Soil Test Page 9 Soil Test Page 1 Plot Plan r S, Page OWTS Application 'flp Paged /�'OWTS Mgmnt Plan halt' Designer: TODD FEATHERSTONE License Number: 242514 k , Date: 03/07/05 Phone Number: 715 - 381 -1704 7 8 Signatur P OI�pFN _ Designed Pursuant to the ,- Mound Component Manual for POWTS Version 2.0 SDB- 10691 -P (N. 01101), and - SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST -SAS (01/81) Page 1 of 12 I Version 3.11 (05/01) From: TODD FEATHERSTONE To: PAM QUINN Date: 5/16/2005 Time: 6:35:04 PM Page 2 of 2 I yy'ln cl tcp ! a 9 , Uj� by (2 -QS I n- �5 as of I �► l } 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 400.00 Estimated Wastewater Flow (gpd) Table 83 -44-3 in -situ soil treatment for fecal 1.50 Peaking Factor (e.g. 1.5 = 150 %) coliform of - 36 inches. 600.00 Design Flow (gpd) 5.00 Site Slope ( %) / 98.70 Contour Line Elevation (ft) ✓ 24.00 Depth to Limiting Factor (in) 0.50 In -situ Soil Application Rate (gpd /ft Distribution Cell Information 85.001 Dispersal Cell Length Along Contour (ft) = 7.06 Cell Width (ft) 1.001 Dispersal Cell Design Loading Rate (gpd /ft 1 I Influent Wastewater Quality (1 or 2) Are the laterals the highest point in the distribution Y Pressure Disribution Information network? Enter Y or N (c or e) E Center or End Manifold 2.35 Lateral Spacing (ft) If N above, enter the elevation (ft) 3 Number of Laterals of the highest point. 0.156 Orifice Diameter (in) (e.g. 0.25) 3.00 Estimated Orifice Spacing (ft) = 7.14 ft /orifice 2.00 Forcemain Diameter (in) 95.00 Forcemain Length (ft) Does the forcemain drain back? Y 81.00 Pump Tank Elevation (ft) Enter Y or N 4.55 System Head (ft) x 1.3 15.50 Forcemain Drainback (gal) 18.20 Vertical Lift (ft) 114.82 5x Void Volume (gal) 3.94 Friction Loss (ft) 130.32 Minimum Dose Volume (gal) 26.69 Total Dynamic Head (ft) 45.23 System Demand (gpm) Lateral Diameter Selection Manifold Diameter Selection in. dia. options choice in. dia. I options choice 0.75 1.25 1.00 1.50 x 1.25 2.00 x x 1.50 x x 3.00 2.00 x 3.00 x Gallons /Inch Calculator (optional) Treatment Tank Information Total Tank Capacity (gal) 1250.001 Septic Tank Capacity (gal) Total Working Liquid Depth (in) WIESER Manufacturer gal /in (enter result in cell B49) Dose Tank Information Effluent Filter Information 1000.00 Dose Tank Capacity (gal) JZabel Filter Manufacturer 27.83 Dose Tank Volume (gal /in) JAloo Filter Model Number WIESER Manufacturer Project: ALVARADO, CHRIS Page 2 of 12 r Mound Plan View 1/10 B 3 ..... Observation Pipe ❑ — K o C57 A W 1: ... B ..... .. z D ... L Mound Component Dimensions A 7.06 ft E 16.24 in H 1.00 ft K 8.90 ft B 85.00 ft F 9.50 in z 9.33 ft L 102.81 ft s/D 12.00 in G 0.50 ft J 5.98 ft W 22.37 ft 600.00 (ft 2 ) Dispersal Cell Area 1393.38 (ft 2 ) Basal Area Available 7.06 (gpd /ft) Linear Loading Rate 8.50 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 101.49 (ft) ,x& 01 11 H ¢ G iF l 100.20 F Dispersal Cell (ft) Lateral 99 (ft)--* Invert Dispersal Cell E t Elevation D 3❑ 98.70 (ft) Contour Elevation 5.0 % Site Slope Geotextile Fabric Cover Shading Key c. T Dispersal Cell See lateral details on 1❑ Topsoil Cap c a 1.5 ft Page 4 for number, size, © Subsoil Cap H c ASTM C33 Sand 0 and spacing of laterals. R F Laterals are equally ©� :� � � ®❑ Tilled Layer H 0.5 ft Typical lateral spaced from the 05 0 v c Q distribution cell's Aggregate * _+ centerline in the A distribution cell (Ax6). Project: ALVARADO, CHRIS Page 3 of 12 End Connection Lateral Layout Diagram Center the laterals over the A &B dimension 4b – Turn- up %Wball va Iva or clannoutplug P .I All laterals are identical l ]{ —) i Holes drilled on the bottom of the lateral equally Spaced S Laterals & force main of PVC Soh 40 S (per COMM Table 84.30 -5) Force main connection via tee or cross to manifold at any point. Number of Laterals 3 Orifice Diameter 0.156 in Lateral Diameter 1.50 in Orifice Spacing (X) 3.09 ft Lateral Length (P) 83.43 ft Orifices per Lateral 28 Lateral Spacing (S) 2.35 ft Orifice Density 7.14 W /orifice Lateral Flow Rate 15.08 gpm Manifold Length 4.711 ft System Flow Rate 45.23 gpm Manifold Diameter 2.00 in Total Dynamic Head 26.69 ft Forcemain Velocity 4.62 ft/sec Dose Tank Information Locking cover with warning label and locking device and sealed watertight Electrical as per NEC 300 and -0 Comm 16.28 WAC Disconnect 4 in. min. Tank component is properly vented LFo rcemain Alternate outlet location diameter WIESER Manufacturer 2 in. Capacityl 1000.00 Gallons Volume 27.83 gal /inch A Weep hole or anti - Dimension Inches Gallons B siphon device A 17.25 480.06 C B 2.00 55.66 P ump off e levation (ft) C 4.68 130.32 1 82.00 D 12.00 333.96 D Total 1 35.931 1000.00 Dose tank elevation (ft) 3" Bedding under tank. 81.00 Alarm Manuafacturer LEVEL Alarm Model Number LVL1 Pump Manufacturer IZOELLER Pump Model Number 1140 Pump Must Deliver I 45.23 gpm at 26.69 ft TDH Project: ALVARADO, CHRIS Page 4 of 12 Mound System Maintenance and Operation Specifications Service Provider's Name FEATHERSTONE EXC. INC. Phone 715- 381 -1704 POWTS Regulator's Name ST. CROIX CO. Phone 715 - 386 -4680 I System Flow and Load Parameters I Design Flow- Peak 600 gpd Maximum Influent Particle Size 1/8 in Estimated Flow - Average 400 gpd Maximum BOD5 220 mg /L Septic Tank Capacity 1250 gal Maximum TSS 150 mg /L Soil Absorption Component Size 600 ft Maximum FOG 30 mg /L Type of Wastewater Domestic Maximum Fecal Coliform >10E4 cfu /100 mL Service Frequency Septic and Pump Tank Inspect and /or service once every 3 years Effluent Filter Should inspect and clean at least once every 3 years Pump and Controls Test once every 3 years Alarm Should test monthly 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 P Swee 90 or Two 45 Degree Bends Same Diameter as Lateral Project: ALVARADO, CHRIS Page 5 of 12 I I 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 fitter 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 fitter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 1/3 the liquid volume of the tank. If the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. The addition of biological or chemical additives to enhance septic tank performance is generally not required. However, if such products are used they shall be approved for septic tank use by the Department of Commerce. 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 fifter is installed within the tank it shall be inspected and serviced as necessary. Mound and Pressure Distribution System No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mound shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for vegetative maintenance) on the mound is not recommended since soil compaction may hinder aeration of the infiltrative surface within the mound and snow compaction in the winter will promote frost penetration. Cold weather installations (October- February) dictate that the mound be heavily mulched as protection from freezing. Influent quality into the mound system may not exceed 220 mg /L BOD 150 mg/L TSS, and 30 mg/L FOG for septic tank effluent or 30 mg/L BOD 30 mg /L TSS, 10 mg /L FOG, and 10 cfu /100 mL for highly treated effluent. Influent flow may not exceed maximum design flow specified in the permit for this installation. The pressure distribution system is provided with a flushing point at the end of each lateral, and it is recommended that each lateral be flushed of accumulated solids at least once every 18 months. When a pressure test is performed it should be compared to the initial test when the system was installed to determine if orifice clogging has occurred and if orifice cleaning is required to maintain equal distribution within the dispersal cell. Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner, and any levels above 6 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. Contingency Plan If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in proper operating condition. If the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective component(s) shall be immediately repaired or replaced with a component of the same or equal performance. If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface, it will be repaired or replaced in its' present location by increasing basal area if toe leakage occurs or by removing biologically clogged absorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. See Page 5 of this plan for the name and telephone number of your local POWTS regulator and service provider. Project: ALVARADO, CHRIS Page 6 of 12 w w HEAD CAPACITY CURVE Tc DYNAMIC HEAD /CAPACITY Single Seal w i< PER to'HuTE W ei g ht I 11 MODELS °14014140" EFFLUEN? Arlo OEwnTEPrNc 14— 4 - 5 Y _: 91 1 344 - � �.._ +-' - - -'-fir ' • 12 40 I - '5 4-7 .. - 7E 188 .. 140,41/0 " 610 1 6e 257 35 25 Z62 59 223 10 10 9'a 49 195 16 las I ♦2. t9 21 75 _— 45 3J2 5 19 u i i 15 1- _ - SK1526A d I a 2 I I _ Double Seal De sign 5 Weight 73 lbs. 0 U.S. GALLONS 10 20 30 40 50 80 7 8c 90 100 1',0 LITERS I 80 160 240 320 40; O FLOW PER MINUTE 0'0940 t I CONSULT FACTORY FOR SPECIAL APPLICATIONS • Electrical alternators, for duplex systems, are available and supplied with • an alarm. • Mechanical alternators, for duplexsystems, are available with orwithout alarms. - -" • Control alarm systems are available for 1 phase pumps used in simplex system. See FM0732. ' - - -- - ' SK1524B • Variable level control switches are available for controlling single phase systems. • Double piggyback variable level float switches are available for variable SELECTION GUIDE level long cycle controls. 1, Single piggyback variable level float switch or double piggyback variable level • Sealed CWk -Box available for outdoor installations. See FM 1420, float switch. Refer to FM0477. • Over 130 °F. (54 °C.) special quotation required. 2. Mechanical alternator M -Pak 10.0072 or 10 -5075. • Refer to FMO806 for 200 F. applications. 3. See FM0712 for correct model of Electrical Alternator E -Pak. 4. Variable level control switch 10 - 0225 usedas a control activator, specify duplex (3) or (4) float system. 5 Four (4) hole J -Pak, junction box, for wate-tight connection or wired -in simplex 140 Series - 53 lbs. 4140 Seres - 73 lbs. or 2 pump operation, 10 -0002. 14014140 MOD ELS Controt_ — � Model Model Yolfs - Mo de Amps simplex Du N140 N4140 115 1 Nor 10.0 t er t &5 2 or 3& 4 CA � E140 � I E4140 230 1 Nat � 11 ^r 1 8 5 or 3 g UMN el N too Bna14�5 von I i s.o _ 1 o r_ 1 a s z or 3 s a _ ' All installation of controls, protection devices and wiring should be done by ^ BE140 BE4140 230 N 7.5 1 vr s s 2 or 3 a a qualified licensed electrician. All electrical and safety codes should be -- followed including the most recent National Electric Code (NEC) and the Ocut)W seal Purlps are available with optional 7"stOre sensor;. Seal Fail rIdcatw lightavaiable in NEMA 1 w NEMA 4X Occupational .Safety and Health Ad (OSHA). xntrd panels. RESERVE POWERED DESIGN For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. 2 AWL T0: P.O. BOX 16347 — • Louisviii:, KY 40256 Manulacrurersof . . O 1 SHIP T0: 3649 Cane Run koad ® LouisWO. KY 40211.1961 PUMP !O, (502) , 78-273f • i jBDO) 928 -PUMP Q /TY / F1,1111 /y,�y" —. FAX (502) 774.3624 5 MODEL 140.max FILE INFORMATION SYSTEM SPEr 'ATIONS Owner CHRIS AL VARADO Septic Tank Capacity al O NA Permit # Septic Tank Manufacturer VVIF SEg ❑ NA D ESIGN PARAMETERS Effluent Filter ManufaCtursp ❑ NA Number of Bedrooms 4 ❑ NA Effluent Filter Model ❑ NA Number of Public Facility Units ❑ NA Pump Tank Capacity 1000 a l ❑ NA Estimated flow (average) 490 gal/day Pump Tank Manufacturer, ❑ NA Design flow (peak), (Estimated x 1.5) g al/day Pump Manufacturer ZOELLER ❑ NA Soil Application Rate al /da /ftl Pump Model ❑ NA Stm*wd Influent /Effluent Quality Monthly average; Pretreatment Unit �'.NA Fats, Oil & Grease (FOG) 530 mg /L O Sand /Gravel Filter er Biochemical Oxygen Demand (600 5220 mg /L ❑ NA ❑ Mechanical Aeration ❑ Wetland Total Suspended Solids (TSS) 5150 mg /L ❑ Disinfection ❑ Other: Pretreated Effluent Quality Monthly average Dispersal Call(s) ❑ NA Biochemical Oxygen Demand (600 <_30 mg /L 0 In- Ground (gravity) ❑ In- Ground (pressurized) Total Suspended Solids (TSS) 530 mg /L � NA ❑ At -Grade Mound Fecal Coliform (geometric mean) 510 cfu /100m1 ❑ Drip -Line ❑ Other: Maximum Effluent Particle Size Y in dia. ❑ NA Other: XtVA Other: WNA Other ,Q NA 'vakws typical for domestic wastewater and septic tank effkWC Other: A NA MAINTENANCE SCHEDULE Service Event Service Frequency ❑ month(s) ❑ NA Inspect condition of tank(sl At least once every: 3 15 earls) Pump out contents of tanks) When combined sludge and scum equals one -third (Y of tank volume ❑ NA ❑ month(s) ❑ NA Inspect dispersal cell(s► At least once every: 3 years) D t least once ever ❑ month(s) ❑ NA Clean effluent filter S Y- 1 - 2 51:�year(s) Inspect pump, pump controls & alarm At least once every: ❑ month(s) ❑ NA p year(s) Flush laterals and pressure test At least once every: 11 month(s) ❑ NA ❑ year(s) Other: At least once every: C3 monthls) MCNA ❑ year(s) Other: �(NA MAINTENANCE INSTRUCTIONS Inspections of tanks and dispersal cells 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) shall 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 IY or more of the tank volume, the entire contents of the tank shall 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 S12 months, shall be performed by a certified POWTS Maintainer. A service report shall be provided to the local regulatory authority within 10 days of completion of any service event. GMW (4/01) ALVARADO.CHRIS.max Monday, March 07, 2005.max START UP AND OPERATION "• ^e of painting products or other chemicals For new construction, prior to use of POWTS check treatment tankls) for the pre that may impede the treatment prose:._ (. damage the dispersal ceills). If high c entrations 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 conditions 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 dispersal ceills) in one large dose, overloading the cell(s) 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 Maintainer 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 products; 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 sealed. • The contents of all tanks and pits shall be removed and properly disposed of by a Septage Servicing Operator. • 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. NR " evaluation rnus 1 1 31 r ❑ 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 time. < <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 POWTS MAINTAINER Name Name FEAT R T Phone 7l _ .� ?O'"y Phone 715 -381 -1 SEPTAGE SERVICING OPERATOR (PUMPER) LOCAL REGULATORY AUTHORITY Name PINKY S Name ST. CROIX CO. Phone 651 - 436 -5788 Phone 715 -38 - This document wes drafted in compliance with chapter Comm 83.22(2)(b)I1►(d) &l0 and 83.5411), (2) & (3), Wisconsin Administrative Code. ALVARADO.CHRIS. max r Monday, March 07, 2005.max ST CItOIX COUNTY SHMC TANK MAWSHANCE AGRBBMBNT y AND OWNERSHIP CER'I MATION FORM Ownaffluycr CHRIS ALVARADO Mailing Address 618 OAKLEY CIRCLE HUDSON, WI 54016 Property Address ROLLING MEADOWS DRIVE (Venfie dm re*nwd from Pku=% Dgwftoeat for aew coaocwd* aye RIV FA LLS, WI 54022 Pared IdoutiScadion Number DFSCRt mo Property Lmadou SW y, NW V, See. 21 - T28 NALP W, Town of TROY Q' Sub&vidm WEST RIDGE ACRES BLI44 _ Loot # 0 catum ft"w Mv # 7, votom Np# Spec Looaa © yo 13 no Gpt limos ideefflAk (3 yes (3 no �IIK MTMAHM tai+ rcaper�eaodmdaraatooadflaaca�icsp :iaaooaldrr�oitisttapronaveto �oodlsernu�ta.Pe�radaeaamee ooaaesa a[pmopisd o� dro septic tssic every daaa yrus or looney if s�oeciodby a >5oeased ppe�e� WLst yao put into dre aystem cm affioctffia f5modw of do septic && 8Z it tdraanead fte is ft waste dbt"d gyskm ?Le psiopaf�► oaraer aSsea to asLnrit to fit. CYai: ?ate Depa{fmat s actiBrc+aiaaf�ooq. signed by dre aanec sordid► a saesterpWsobeyjoucoaysoump6imbeyte keedp vestal" Mar rdiapoatsPse� is a r op pi .('uo=uxA dw oopfttlr k is i ess drsa 14 6H of lodge. Vve. the mrdeniewd Lark read dw abort sod agree b awfidek die ptirate team disposd sydcw widr dw t�otdr. b. axter by dss DepacmrmatafC.bammaaeaod the Depsrtma�mtofNatnYaf BesuoroaR, Sale of Wiscoa�sia.. Cron T s epic )stcm Las been=aindiined aanst bo coa*iftd and:ebaac+d b dre St. airn C Cbutvy Zoalag throe wilLln 30 . date. 04 /18 � 05 SmtAT(1R8 np APPLICANT DATE I (we) 009ft 00 ad satomeots an Sk fam ace craws to to best of my (oar) moo. I (we) so (we) do owm*s) of do property aeaerdsed atom by virtue of a wady deed recorded in Rogidw of Deeds Off m SIGIMIM OF APPU ANr DATE s.a+a Any h&undion that Is wed may restdt is die sadtuy Awaft beft revobod by do Zooft Dqurbunt tea. to todu k wild lids appiioation: a sWoped warcaaty decd hover dw Rag ow of Deeds ofTrae a c" of dw cartifred onq aoap if refixonce is made In do warranty deed i 'ON -,wn o1 Safaty i tqs i �� • I a=od with iLt4H 83.0, 1i�n Qoae ; AW& Corttpfeta #A Plan on Paper rat last: own e W r 11 krim in P� J�'• C� not Iffy d to vwdcol and hwhontal Nvbrartoa point tiirtdton and bps'► -u P • P ��D Itu a . dmwioneck north an+ow, and kaealon and d manes % ne toad. - APPLICANT INFORMATION- PLEASE POINT ALL INFORMA�IAtt N �� �' OATS 1 - "T k rfOlr�� • vnSlL 1 •; ••� A � fw&te SLs LA �i T zt 19 is t w PFmPgilYO� wULwGADDRESS. LOT ', ow csNi WY. Z �2 1'1YIJS�AIi ZP t43S;otl3 R.o N New Q= t c§m Use IA fle mAill i Wrber of bedr= y () AMT to exsting budding I I Aeptacetnent i I 'pu* or caMrwM E desaibe Code &"dl4law b tu wed • R ftbendW dosir haft rate bed. gpMP •'sS t+;IA WdM Absorploa saes regllired bed, u tenc0. llz . MW= desgn baft rate _ bee, titer • 6 trerx h. W64 flacoa'amwW d 6 +10 raionswtolotdevadon(3) 400. S A (as WOW bsloeplan benmwk) AdditoneldWplsil =Wdara6ol is r'lavub MIL&Wk W 01=• SSA P&WIIIIIIEW - "L-Ml WeL �w� `1t.� F]oodPTaind orli�pfi�bfe ►a P+ R S .8duklorw �I WMWl WNO WAOtR�DiAtIM AT -OPAK TMWNFMt. 1101D1iG•TNit U- UtsuW* Ism t1S ®U ®S Du Ds ®•u ®s O DS au Ms (�u SOIL PESCRIPTION REPORT Boring Horizon D" OtxianantCota Motlles Te)d" 5btlCNrr: t or Mr>oe &uwy GPD/ft ' in Munsell Qt -SzCan aft Gr. Sz. Sh. tied OM - > t vw o_ + LZ, tm z. �I1. Zwbbk r4 c _ S , ,6 13 yL 3$ ►D,• R 31 si 1 - iilw %4 as • 5 . b ° fin t`0 A) r'l Oe- S ! Remaft: 0�Vz % lR- 31 - S 11 Z.'F3b1i G� Z Z �z..3g 1o`i IL SIC si f 3'4'abk b2'�i- -S ' b la I firut - Remarks:- Namk -SINS. Pmt Arthui L. We erer P 715- 425 -0165 ' eg rer Soil esting b Design Service -P.O. Box 74 River .Falls,KI,54022 S- S-OO csT 20254 ALVARADO. CHRIS. max I ~ S PROPERTYOWNHR S�l�, SOIL DESCRIPTION RE PORT PARCEL. i.D. j _? ELM Page Z of I >v G , 8orinp p Horizon Oepth Dominant Color Mxft 1 in. Munsell Qu. Sz, Cord, Odor T Gr. Sh, � 90undTtY Roots l L `fab lc 3 w,•R " qg — , S .b Z ►y � >b4ll316 elev. Grows 3 - ►_6p `l 3L — 31Q Zc9 lc- " ijp '� t'CM ►t.o �fi R . Depth b i i Irmmiung 3�y � Remarks: Boring d I ' Ground F-! eler. ' Depth to Ieaun� (acts ` Remarks: 8ortng � I � Grotxtd � � r &V, tt. � t NO to I I . Aemarks: )oring �► 13 :round . IEY. h. tiling Dior , Remarks: ALVARADO. CHRIS. max PLOT PLAN Page 3 of 3 - dMiFZ _ a. osn'on4 q`±ttcd, 3,y' It. ppt a �. r '� �tq' b1h Pvc Pipe w/L w EL9q 5 Zg C. tor, 2 Lop b o F P�ot P1,}� 4 i 1 R..o.w. ��u ►R.,.� a�p� 0.3 t+n Co - � trig/ 12,G'A'fl � _ � ( 715 CSTSi 47.5 -n1 �s Qnature Data igned Telephone�it o CST # f ALVARADO. CHRIS. max ' I • I f' • �q/' IyV ■.r. .Y Y -O• y 555_5 - VOL 19 PAGE 4&57 viaw— R=T FIN D 15/13/2N4 f4i WX CERTIFIED SURVEY MAP :' KunvuO mmvu m e LOCATED N TW SW 1 /4 t OF THE NW .1 /4 OF SECTION .21. T28N, . M F=s R1t1W, TOWN Cr TROY, CROIX: COUNTY; WISCONSIN 8EN'1G ALL OF LOT. Z CdffA 6 %RWY .MAP: VOLLSIE' 10. NG .2819, AND ALL OF LOT 5, -CERTM SURVEY; MAP;f VAMW 3883, w cow b IfEgr_RLGf ACRES o� O a . *:§ R � z � r wI_) �Zi,(nl _ "K� " ' a UI SCALE -)N: FEET LOT s � - f. A I t 0 75 150- - 300 MM FAUA VASOOMM 64W z w S BO•'.f4' 4Y 403.17 --- • -ti f `$ m COWTY SECTION CORNER R ALtJA/AM.CAP. m 247J%' 136 Irs -• . . . QJ FOTTtERWGE, v U J l w p�, 1 $ I 1 � I t� o • 1 1/4' RON Pi's FOUM. " of 1 1133"{ PM FOIM •.. WAX 110 I y� .• 1.�'� : g 9Q o 17�E NE>6FING 1�f8!/ _ tJ�EAR FOOT, SET: w Buip6tc. SETBACK LM ; LOT MEVICIIJISLY RECOMM LOT 8 t•. 50' ' I ! b0 a - q--- - -'Casm FENCE to I PE SOL SOFWM RFORAED By. o I I J o et • w►Rr HDl ao 11STER ON 4W , z L, I APMI . 8r -2004. MVEWAY (LIM EASEMW -4 NINE: (° s 86•ZS• r•tw B7o:7� `AS IOE CIAWTQt: _ 42 7.13' � '=.� - 472511• � �► t • . 66� _.�.e _ •• �¢OIMMt W 1 4 95+ It TY6N, R1 SECTIM y� OVIOE YA Y SEGikM1 /JIE/� 21 Z L R1Nf l Kw RO �.. W DRIVE' LOT AR M M AY M M -X L#VPLATTED- LAND 7 M 102 AO., 1 Aa;::13o,E61.•i iIFtIDTE: LOT 7 -FAW I RES A FRONT $ETAIM�I . 8. AC, 130.70.7 SF. Aa. UU N E11ON TO DSIGN STA aQW FRTO 100' . ? S 1 Ar; 3OXII'Sl Y4i AC 346,111 IM 105TRtlt M ORAFM ar DAWN P_ NSIGEL PAGE 1 OF 3 ._ • Yol'19 Ys� 585) .� ALVARADO. CHRIS. max r APPLICATION FOR REVIEW Complete all pago- POWTS ndiTE: Personal information you provide may be used Safety & Buildings Division Bureau of integrated Services secondary purposes [privacy Laws. 15.04(1xm), Stets.] For plan status, cheek our website at htt • l­ww ° commerce state wi us/ SB /SB- DivR-cviewStatusSearch.html Several counties have been delegated certain authority to review plans in lieu of Commerce. For a current list of those counties and their delegation check our website at http:iAvww.commeme. state .wi.uslSBISB- PowtsProgram.htmi. 1. Project Infomation - Fill in all known information. Connanation of assignment to a reviewer' Project/Site Name CHRIS ALVARADO Transaction 10: Location, Number & Street of proiect (if unknown, indicated neatest road) Previous Related Trans. ID: ROLLING MEADOW DRIVE Estimated Completion Date: Legalpescription: SW1 /4, NW1 /4, S21, T28N, R19W Assigned Reviewer: corunty ST. CROIX ( ) city () village ( .Town of TROY Assigned office. Mall to Vow office of choke below: 2. After plans are reviewed, please: (check all that apply) anon Bay, Hayward, LaCrosse, Madison. Shawano, IIW ukesho - eau customer 1, 2 (circle number)* NOTE: We reserve the right to fe- dWbute plarw to _ Requesting party will pick up � Nail plans to customer 1, 2 cirele -Pte rr - -- anther nd ti if needed t° reasonably balance .. (� turnaround times. •Rekrs to customer number from below 3. Complete the following designedowner /requesting infaneadon. Uans the check boxes when designer, owner or requmbP11 pally is the Sams W avold rapeating Information. Designer Information (Customer 1) Commerce Other Please specify ( Customer 21 Commerce First Name Last Name Customer Number First Name Last Name Customer Number TODD FEATHERSTONE 242514 ply �F A rn THERSTONE EXCAVATING, INC. 61 ii OAKLEY CIRCLE PO BOX 467 HUDSON WI 54016 city State Zip-64 (9digits) State zi 4 (9d its HUDSON, WI 54016 _(715) 386 -6993 (61z) 685_ -4 5 Phone Number (area code) Fax or Internet ON phone Phone Number (area code) Fax or Internet call phone (715) 381 -1704 (715) Check others t applicable Check others 9 applicable ( ) Owner ( ) Owner 4. Information and Plan Submittal Checklists. POWTS scheduling is not available. Plans will be assigned to a reviewer after receipt of plans. If you select a specific office your estimated completion date may be considerably greater than what would be possible in another office. Submittals received without a specific office indicated on the form may be assigned to offices other than the receiving office depending on reviewer availability. To obtain a submittal checklist call the material order unit at 608- 266 -1818 or one of the full service offices fisted below_ You may email technical code questions to tec tnecce-state.wi.us. Madison S&BD Hayward S&BD LaCrosse S&BD. Shawano S&BD Green Bay S&BD Waukesha S&RD 201 W Washington Ave 10541 N Ranch Rd 4003 N Kinney 1340 E Green Bay 2331 San Luis Place 141 NW Barstow St 53703 Hayward WI 54843 Coulee Rd Shawano WI 54166 Green Bay, W154304 4 Floor PO Box 7162 715 - 634 - 4870 LaCrosse WI 54601 715 - 524 - 3626 920 - 492 - 5601 Waukesha WI 53188 - Madison WI 53707 -7162 Fax: 715-634-5150 1831 Fax: 715-524-3633 FAX: 920-492-5604 3789 608- 266 -3151 Email: 608- 785-9334 Email: Email: PlanSchedu" 262 548 - 8600 Fax: 60&267 -9566 PlanSchedulaQ Fax; 608- 785 -9330 PlanSchedule@ comrnerce.state.wi.us Fax: 262- 548 -8614 TOD 608- 264 -8777 commerce.state.wi.us Email: commeroe.state.wi.us Email: PlanSchedule@ Email: PlanSchedule@ PlanSchedule@ commerce- state.wl.us commetce.state.wi.us commarce.state.wi.us MAKE CHECKS PAYABLE TO DEPT OF COMMERCE TOTAL AMOUNT DUE $ 175.00 Attach check here Review Code 7633 S61340677 (R. 12/03) THIS FORM iSMAUO OMLY FROM 012101rA03 to 01r01r40a6 ALVARADO. CHRIS. max Monday, March 07, 2005. max 3MITTAL (check all that apply) () Aerobic Treatment Unit(s) () Anchoring of system Components Required () ChkAnator iystem (► Commercial System () Metering and/or Monitoring Required () UV Disinfection Unit S NOTE: Submit separate sheets for each system if submitting multiple systems on the same site. S6C ously approved plan ual An treatment components are previously approved under s. Comm 84.10 (: mponent Manual, SBD- 10570 -P (R.6199) (3): POWTS Component Manual, SBD- 10567 -P (R.6/99) persal component Manual, SBD- 10657 -P (N.6199) Design wastewater flow of the proposed system: d Component Manual, (N.6103) Design 1,000 gpd or less $17E IWTS Component Manual, SBD-10705 -P (N.01ro1) ronent Manual, SRD-10572 -P (R 6/99) Wastewater Flow 1.001 - 2,000 god $22 Gallons Per Day 2,001 - 5, 000 gpd $27 ronent Manual - Version 2.0, SBO- 10691 -P (N.01101) in bUU $30( 3iofdm Reactor, SMBBR) Component Manual (04102) greater than 5,000 gpd d with Drip -Line Dispersal Component Manual (10101) GPD plus $0.05 for each gallon over 50M tribuWn Component Manual, S00- 10573 -P (RAMO) tribudon Component Manual - Version 2.0, SBD- 10706 -P (N.01101) Sand Filter Component Manus/. SBD- 10628 -P (R.6/99) Sand Filter Component Manual. SBD- 10595 -P (8.6199) trculating Sand Fitter Component Manual. SBD- 10656 -P (N.6190) .sign' one or more treatment components are not previously approved under s. Comm 84.10 (2) or (3): (Individual site design/deviation from component zed In -ground manuals and use of wnporw is without product approval): n-ground Design wastewater flow of the proposed system: Design Wastewater Flow 1,000 gpd or Was $3( dvatlanda In Gallons Per Day 1,001 -2,000 gpd $4( be provided to support trealmeM and dispersal palms. In a 2.001 - 5,000 Spa $5( rovide rationale for the project and attach supporting documents GPD greater than 5,000 gpd S800.00 plus ports, technical papers, research articlea, etc.) each gallon over 5000 lividual Site Design Design Holding tanks NOT previously approved under s. Comm 84.10 (2) or (3) at led Holding Tank Wastawater Flow site constructed tanks. Design wastewater flow of Me proposed system: In Gallons Per Day 5,000 gpd or less $120 GPO 5,001 - 10,000 gpd $20C greater than 10,000 gpd $30( Component Manual, SBD- 10571 -P (R.6199) Design HokNng tanks previously approved under s. Comm 84.10 (2)(3). Design Wastewater Flow wastewater flow of the proposed system: in Gallons Per Day S,OI)D gpd or less Si GPD 5.001 - 10,.000 gpd $11 greater than 10,000 gpd $1 termination Report S1+ nination $11 em (One time additional fee. Submit fee for individual system as per appropriate above system type) Experiment Number S3 Sut Priority Review: Add same amount as sub Prior apprval from a section chief is required for a priority review. If approval is granted, the priority will be reviewed within 5 days of ref Priority review fees are doubis the normal review fee Enter Total (rounded to the nearest dollar) ALVARADO. CHRIS. max r Monday, March 07, 2005.max I U. 2711 P 109 STATE BAR OF WISCONSIN FORM 2- 2000 Document Number WARRANTY DEED jfATHL&EH H. REGISTER OF DEEDS THIS DEED, made between Brian P. Sylla A/K/A Brian M. Sylla , a ST. CROIX C0. , YI married person, Grantor, and Christopher G. Alvarado and Gina M. RECEIVED Alvarado, husband and wife, as Survivorship Marital Property, Grantee. FOR RECORD Grantor, for a valuable consideration, conveys and warrants to Grantee 12/08/2004 the following described real estate in St. Croix County, State of Wisconsin: ®1 00PM Part of the SW '/, /4 of NW ' of Section 21, Township 28 North, Range 19 MARRXEWT # fifiD West, St. Croix County, Wisconsin described as follows: Lot 8 of Certified Survey Map filed October 13, 2004 in Vol. 19, Page 4857, Doc. No. REC FEE: 11.00 TRANS FEE: 258.00 776972. COPY FEE: CC FEE: PAGES: 1 Recording Area IQ— —A Dar... -.. A .7.I— -• First National Bank of New Richmond Exceptions to warranties: PO BOX 89 Easements, restrictions and rights -of -way of record, if any. New Richmond, WI 54017 040- 1082 -90 -200 Parcel Identification Number (PIN) This is not homestead property. Dated this 29th da of November. 4. Brian P. Sylla A/K/A Bria - : Syylla * * AUTHENTIC .f 0 PjCOWn ACKNOWLEDGMENT Signature(s) l fy POVI STATE OF WISCONSIN ) Q11 ST. CROIX COUNTY. ) ss. authenticated this 29th day of Al 004 Personally came before me this November 29, 2004 the * above named Brian P. Sylla A/K/A Brian M. Sylla , a married person to me known to be the person(s) who executed the TITLE: MEMBER STATE BAR OF WISCONSIN foregoing 'nstrument d acknowledged the same. (If not, authorized by § 706.06, Wis. Stats.) THIS INSTRUMENT WAS DRAFTED BY *Cheri Brown Notary Public, State of Wisconsin Peterson, Fram &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 may be authenticated or acknowledged. Both are not necessary.) *Names ofpersons signing in any capacity must be typed or printed below their signature WARRANTY DEED STATE BAR OF WISCONSIN FORM No.2 -2000 U. 2711 P 109 STATE BAR OF WISCONSIN FORM 2- 2000 WARRANTY DEED 8 9 Document Number KATHLEEN H. REGISTER OF DEEDS THIS DEED, made between Brian P. Sylla A/K/A Brian M. Sylla, a ST. CROIX CO. married person, Grantor, and Christopher G. Alvarado and Gina M. W., Alvarado, husband and wife, as Survivorship Marital Property, Grantee. RECEIVED FOR RECORD Grantor, for a valuable consideration, conveys and warrants to Grantee 12/08/2004 the following described real estate in St. Croix County, State of Wisconsin: 01 00PM Part of the SW ' of NW ' of Section 21, Township 28 North, Range 19 MARR D EED /, /, West, St. Croix County, Wisconsin described as follows: Lot 8 of Certified Survey Map filed October 13, 2004 in Vol. 19, Page 4857, Doc. No. REC FEE: 11.00 TRANS FEE: 25a.09 776972• COPY FEE: CC FEE: PAGES: i Recording Area XT— —4 Don..+. A,44— • First National Bank of New Richmond Exceptions to warranties: PO Box 89 Easements, restrictions and rights -of -way of record, if any. New Richmond, WI 54017 040 - 1082 -90 -200 Parcel Identification Number (PIN) This is not homestead property. Dated this 29th da of November 4. Brian P. Sylla A/K/A Br' . Sylla * * AUTHENTICA grOWf1 ACKNOWLEDGMENT Signature(s) ll�� PUb� STATE OF WISCONSIN ) OCl ST. CROIX COUNTY. ) ss. authenticated this 29th day of 0064 Personally came before me this November 29, 2004 the * above named Brian P. Sylla A/K/A Brian M. Sylla , a married person to me known to be the person(s) who executed the TITLE: MEMBER STATE BAR OF WISCONSIN foregoulg instrument forego d acknowledged the same. (If not, authorized by § 706.06, Wis. Stats.) THIS INSTRUMENT WAS DRAFTED BY * Cheri Brown 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 may be authenticated or acknowledged. Both are not necessary.) *Names of persons signing in any capacity must be typed or printed below their signature WARRANTY DEED STATE BAR OF WISCONSIN FORM No.2 -2000 f c y 3 d 0 —1 cn m ;o 5 Z 0 w D 0. N O OJ d j N n N OD d W N C w 0 N N a n t0 • CI N 24 CD c ° o n ° o c �p j w O y O I 3 a m c oD m cn D a O (o N In a c m w m N 3 O co co n O CD W n "WAWA O CL ' \ N N CD co co C o O co) �1 CD w OD C 3 ,. C lei 0 z 000 °' �• A o .n -0 rn n w ca (A 0 N 0' S 3 N N N _ C v v ° 00 0 W 'p rn I N 0 .► �' D N CD N a z a n Z -i Z a O D m 0 a v O 0 3 � N � m A C Wc CD .0 CD N CD C W c a CD 5 z ? �p N I o N c v a A C 7 o. co ¢ Z -I w 0 ID C CL 0 cn m 0 I a o O a (D Z 0 I I I I � A �yy A O b N O O A 0 w N a Efl Q v ti ° o � �' ti From: TODD FEATHERSTONE To: PAM QUINN Date: 5/16/2005 Time: 6:35:04 PM Page 1 of 2 FACSIMILE COVERRAGE To: PAM QUINN From : TODD FEATHERSTONE Sent : 5/16/2005 at 6:35:02 PM Pages : 2 (including Cover) Subject : ALVARADO PLOT PLAN FROM: SHERYL TURSSO FEATHERSTONE EXC., INC. PO BOX 467 HUDSON, WI 54016 OFFICE: (715) 381 -1704 FAX: (715) 386 -6885 PAM, I WANT TO THANK YOU FOR ALL OF YOUR HELP AND PATIENCE. IT IS VERY MUCH APPRECIATED BY TODD AND ME. ALL OF YOU AT ZONING ARE ALWAYS SO HELPFUL AND PLEASANT. YOU GUYS ARE AWESOME. KEVIN, TODD DOESN'T KNOW IF HELL HAVE THE TIME TO GET THE BOAT DONE BUT YOU CAN FEEL FREE TO COME AND WORK ON IT AFTER YOUR DONE AT ZONING IF YOU WANT. Pam Quinn Subject: check benchmarks for lot 8, West Ridge Location: Alvarado /Featherstone pending permit, Troy Twp. Start: Tue 4/26/2005 10:30 AM End: Tue 4/26/2005 11:30 AM Recurrence: (none) Plot plan used the new CSM but didn't put system area in the same place as Art did in 2000 when this was only lot 5 1 r �7:z RECEIVED JUA r� 2 2004 Y - r^ ZONNl OFFICE CERTIFIED SURVEY MAP LOCATED IN THE SW 1/4 OF THE NW 1/4 OF SECTION 21, T28N, R 19W, TOWN OF TROY, ST. CROIX COUNTY, WISCONSIN, BEING ALL OF LOT 2, CERTIFIED SURVEY MAP, VOLUME 10, PAGE 2819, AND ALL OF LOT 5, CERTIFIED SURVEY MAP, VOLUME 14, PAGE 3893. i NW CORNER 10 Li SECTION 21 oe T28N, R 19W LOT 4 / x W "2 WEST RIDGE ACRES o° - - — — — — — � WZEZ S 89 0 54' 42" E z w 04 W_ 0 546.77' io � _ -w I m m t o I W Z °� I lu NZOG J I 50' I 00 I 150' �� W9N� . cn W I N LU Q m30Q N JI WI I` ° 00 J 3 0 SCALE IN FEET M I L 9 I QI � I � O 0 75 150 300 ttoo j . 2 4S. Q p 61 62, — — OW ERS & SUBDI I ERS N g.;: F ® ® I BRIAN P. & ANGI SYLLA Q� W O S - - 50 (/� 502 ROLLING MEADOW DRIVE N's •• Rq� Sp; • •. S g3 I RIVER FALLS, WISCONSIN 54022 I M 00 2o4S�0 q CF F �OF• O, B3 (!j 0' I io O q I ui oI o N. • w•4�MFNr . ®.. LEGEND Z W S 89 °54' 42" E 493.17''• o N ; W COUNTY SECTION CORNER 247.64' 136.00' 1p9.53' o o MONUMENT, ALUMINUM CAP 'L Lo 245.53' �° N (UNLESS OTHERWISE r-- - - _ 50 � o NOTED), FOUND. !,d w ° o • 1 1/4" IRON PIPE, FOJND. V ° 50' 50' i W i o i � I z � ( � N m h. I a X 1 " IRON PIPE, FOUND. I mix °O Q , o�' 1 1/4" x 18" IRON Q 50 I iZ N J rn rn 0 PIPE WEIGHING 1.68 # / MOUND 1 I (o m 3 , tO p , , h o w LINEAR FOOT, SET. 01 SYSTEM It o ic.) i-- a i .. S LINE. M �.• •� LOT 7 1 1 w ,� cn ,te a '0 3 PREVIOUSLY RECORDED SHED I N - 225 (R WANFORMATION. O • - ••iDE4K I LOT y '� - - -X EXISTING FENCE. O Z Cyr OUSEI 1 o o 50 i�� I B1 I _ _ SOIL BORINGS PERFORMED BY F- Z Z I Z I ® MARY JO HOLLISTER CN O w WELL - J I � ° DRIVEWAY ED Q I APRIL 5, 2004. a m 1* ° EASEMENT � J I NOTE: ALL IRON PIPE (FOUND ° "� co OR.SET) ARE DIMENSIONED 00 o I 'oD "� AS OUTSIDE DIAMETER. C I "� E S 880251177.85' I W 570.75' C4 247.85' - ,_256.90_'' 10 66.00 4725.11' 247.82' 1 257.64' 66.00' _ _ _ S 88 # W 571.4 E 1/4 CORNER �I W 1/4 CORNER N 88 0 48' 49" E 5296.57' EAST -WEST 11-4 SECTION 21 SECTION 21 EXISTING DRIVEWAY SECT. LINE T28N, R 19 T28N, R 19W (STEEL "SURVEY MARK" NAIL) ROLLING MEADOW DRIVE LOT AREA INCLUDING TOWN AREA EXCLUDING TOWN — — — — — — — — ROAD RIGHT -OF -WAY ROAD RIGHT -OF -WAY UNPL A T TED LAND 7 3.192 AC., 139,028 S.F. 3.000 AC., 1306£ 1 S.F. *NOTE: LOT 7 REQUIRES A FRONT SETBACK 8 3.209 AC., 139,793 S.F. 3.000 AC., 130.684 S.F. EXCEPTION TO DESIGN STANDARDS FROM 150' TO 100 9 8.001 AC., 348,521 S.F. 7.946 AC., 346,111 S.F. THIS INSTRUMENT DRAFTED BY DANIEL P. KUGEL PAGE 1 OF 3 I �tiso40 A 2 5 , 5 ` 1cPM e o1 " x CERTIFIED SURVEY MAP LOCATED IN PART OF THE SW1 /4 OF THE NW1 /4 OF SECTION 21, T28N, R19W, TOWN OF TROY, ST. CROIX COUNTY, WISCONSIN; BEING PART OF LOT 1 OF CERTIFIED SURVEY MAP RECORDED IN VOLUME 4, PAGE 1157 OWNER PAUL SYLLA NW CORNER 600 CHINNOCK LANE SECTION 21 ' RIVER FALLS, WI o LEGEND 54025 0 ' ALUMINUM COUNTY SECTION CORNER L MONUMENT FOUND PART W ---- - - - -- 9 1 "IRON PIPE FOUND 1" X 24" IRON PIPE SET WEIGHING of Z V.4, - - -PG. _ 1157 1.13 LBS. PER LINEAR FOOT Z Uj • • • • • • • • • 100 ROADWAY SETBACK LINE ~ S89'54'42 "E 546.77' ( ) PREVIOUSLY RECORDED DATA O W z N J in 3 LOT 5 Qi ZI LU 1 Z W - T i=W t p U ao Ld i o 0 12.208 ACRES �I o LL 00 ^ 531,800 SO FT I �i z �_ z J Z v OI �I w UJ 6 Zi 11.926 ACRES EXC .. R/W L6 _j: — i I w w m Z I 519,494 SO FT N I I �i W F O ai 0 1 ILI o w �z O N I viI I Zzr= O (N88'44'2 2 "E � QI m � N 225.00') � c CL i �I 4 W `J 224.93' , CN LOT_ 2 0' UX N N C_ .�.Nl. _IN o 00 V. _ 1_0, M o 0 o PG. 281 0 0 - - - -- O o z ° z z z M �tl E1/4 CORNER N 88'25'17 "E 345.70 �EXISTING• SECTION 21 S88' 34. cc____ S88'48'49 "W 22 '48 4 9 46.45 �— 4725.10' RNER EAST - WEST 1/4 LINE i SECTION 21 RGLLING_MEADDW DRIVE UNPLATTED LANDS OWNED BY OTHERS -------------------------------------- - - - - -- APPROVED ST. CROIX COUNTY Planning Zonino and Parks Committee JUL 1 12000 SCALE IN FEET 1' = 200 It not recorded within 30 days of approval date approval shall be 200 0 P00 400 Hutt and void THIS INSTRUMENT DRAFTED BY MICHAEL ERICKSON JOB NO. 99-73 DATE 2 -21 -00 Vol.14 Page 3893 o 4f 6 win I to , } i /1� �� -PJPE r- ✓ /�..4Tr�' �iP� �''`� rte - � � � r Monday. March 07. 2005 (2).max ST. CROIX COUNTY WISCONSIN PLANNING & ZONING DEPARTMENT i N N N i M a M�.■ ST. CROIX COUNTY GOVERNMENT CENTER 1101 Carmichael Road Hudson, WI 54016 -7710 Phone: (715)3864680 Fax (715)3864686 FAX To: C Faax:1, Pages: 3 Ph one: Date: Q 'e, CC: ❑ Urgent or Review ❑ Please Comment ❑ Please Reply ❑ Please Recycle a CSl� 4-6 cl rrr g J Wisconsin Department of Industry SOIL AND SITE EVALUATION REPORT Page 1 of Labor and Human Relations 9 C.AliGn of Safety & Buildings in accord with ILHR 83.05, Adl{n Bode ,•,- 1.� . COUNTY .� -� ST, �R4 L X Attach complete site plan on paper not less than 81/2 x 11 inches in siz Ptep mus ' ,bftt not limited to vertical and horizontal reference point (BM), direction and /aof;slope,d PARCvEL I.D. q dimensioned, north arrow, and location and distance to nearest road. APPLICANT INFORMATION- PLEASE PRINT ALL INFORMATION. r:' :1iI REVI DBY r DATE PROPERTY OWNER: PROPERTY LM 3R I fl�J m- OGLE Sk t E .1 SZt T Z% ,N,R �`� E( w PROPERTY OWNER'S MAILING ADDRESS • BLOCK # 1 AME OR CSM # S / OZ ZO LU lv 6 1 l t'nO W U tZ. -.i , , CITY, STATE ZIP CODE PHONE NUMBER QC 001 GE MOWN ' N OAD �Z1Ut� Yf'tL s SVpLZ uns) �LZS =0113 T1Z-O RoWNG me't'uw (,Q New Construction Use ( Residential / Number of bedrooms d itiQn to exis 7j ) "ild'ng OT [ ] Replacement [ ] Public or commercial describe , Code derived daily ow b ICU 2 2 ` ty gpd Recommended design loading rate — bed, gpolft •3S trench, gpolft S Absorption area required Sbk_.'� bed, ft SOIL trench, ft Maximum design loading rate bed, gpd/ft2 .6 trench, gpd1ft Recommended infiltration surface elevation(s) bb S It (as referred to site plan benchmark) Additional design / site considerations Y`10Vh.-b " I1JIMu XI \ 3F FtLj_ Parent material Lo g oy Q L GL &e.Lfrt, ' Flood plain elevation, if applicable ft S = Suitable for system CONVENTIONAL MOUND IN- GROUND PRESSURE I AT -GRADE SYSTEM IN FlLL HOLDING TANK U= Unsuitable Ior stem 1 0SQU @ S O U O S ®.0 ®S O U O S 2_U ` [is n u SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color I Mottles Texture Structure Consistence Bounday Roots GPD /ft in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. Bed Mexh tih o - VL t �z 3� towlz �l � st 1 3��b� rn��= e _ • s .1� Ground 3 3 $-6$ -) S vfZ 31Y elev. Depth to limiting factor Remarks: Boring # p��2 Lb"L 3 !`�- - . S 11 Z.`��12 � �S _ .5 •�i CZ -S .6 Ground elev. 141" a �•s ft Depth to limiting factor � y � Remarks: T Name: Please Print Phone: Arthur L. We erer 715 - 425 -0165 egerer Soil Zesting & Design Service -P.O. Box 74 River Yalls,WI 54022 Signature:. 1, Date: CST Number:. 220 1 PROPERTY OWNER S`-it_N SOIL DESCRIPTION REPORT T r Pa Z of PARCEL LD,q ��1`S�, >Iw G 9e �. Boring # Horizon Depth Dominant Color Mottles Texture Structure GPD /ft in. Munsell Gr. Sz. Sh. Consistence Roots Bed T Qu. Sz. Cont. Color �'�Y si ► Z`Fs1o1Z vet - � — , S Ground elev. Ow Iap Ms I Depth to 3 limiting f factor a 3� Remarks: Boring # Ground elev. it. Depth to — limiting factor }} i Remarks: Boring # tin ��:• Ground elev. It. Depth to limiting factor Remarks: 3oring # .: +vt�.•x x.X r: around ;lev. It. - )epth to imiting actor Remarks: — •rl rr •r •rn rti •.r ...., PROPERTY OWNER SHLA SOIL DESCRIPTION REPORT Page Z of PARCEL I.D. x W r Boring # Horizon Depth Dominant Color Mottles Texture Structure GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Consistence Bourxkty Roots �`�• Bed 3 o -ty 1p`-tk 3!z Sit Z`Fsb1z v+ I R- ' s .b sl Ground - )_6Z elev. Depth to limiting factor a 3� 1 Remarks: Boring # - Ground elev. ft. Depth to — limiting factor Remarks: Boring # bYtl � Ground elev. — ft. Depth to limiting factor Remarks: 3oring # i around Aev. ft. )epth to imiting actor Remarks: _ •rl i •.•rn rf� :.r . .. PLOT PLAN Page I. of 3 SCALE 1 " w Z 7. VL 0 V � 40 0 1 \ _ l et, to o , a),., 4 DIR PVC Ptpe w /tom �011s ^ eI 1� q9 5 5p t � 5 PlticLd \ I I 7 TL luu KoGY4 Z7 _3v' f 3 au"S � 30 � `C (O L - r 6 01= \t'1 � P 1�ft �L1 S'�D Plft`i' i1 t O.3 4vt i � r0 _ R oL l l iuG ►�L �w � �Z1 U E. _ zzoZSy (_715 ) 425 -0165 __ CST Signature Date Signed Telephone No. CST # Parcel #: 040 - 1082 -90 -200 04/18/2005 08:19 AM PAGE 1 OF 1 Alt. Parcel M 21.28.19.326C 040 - TOWN OF TROY Current k ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): * = Current Owner BRIAN M SYLLA * SYLLA, BRIAN M 502 ROLLING MEADOWS DR RIVER FALLS WI 54022 Districts: SC = School SP = Special Property Address( es): * = Primary Type Dist # Description 17Y.) - SC 4893 SCH D OF RIVER FALLS ,' V0 `yf( ef SP 0100 CHIP VALLEY VOTECH jlrt/� / /� S ' v y— Legal Description: Acres: 12.208 Plat: 1081 -CSM 14/3893 SEC 21 T28N R1 9W SW NW E RUFRLY PT OF Block/Condo Bldg: LOT 5 LOT 1 CSM 4/1157 NKA LOT 5 CSM 14/3893 Tract(s): (Sec- Twn -Rng 40 1/4 160 114) 21- 28N -19W NW SW Notes: Parcel History: Date Doc # Vol /Page Type 07/27/2000 627129 1529/537 WD 2004 SUMMARY Bill M Fair Market Value: Assessed with: 26783 59,900 Valuations Last Changed: 07/20/2004 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 12.200 60,000 0 60,000 NO Totals for 2004: General Property 12.200 60,000 0 60,000 Woodland 0.000 0 0 Totals for 2003: General Property 0.000 0 0 0 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 37r71S1 T /F /ED SU t MAP ND N0,2TN Iv CO .evE R ar. C.eo /,r COUVrY �� MdV. FDU.VO• 9� I �NOKTN L /N6, SE Yl' - •V w Pf b - I OETA /L �A 0, I 4b•� ; / " = /DO y I I ,20.83; N88 �S� .36E 997.6G —� � w I TO z � n 'ca, � ,� � y � �iYlATCh/ L /NE � •�, 'aa L 07 DoT' — Z o - 0 1'J EAST C°RNE.A dr. C~ 40 ' r- � t - Mo.V. FOt/NO. — �__ _ vaery G /.VE SE v # 9 BEC. 2/ ROLL / /VG MEf1 ` v, ,2,433,700 SQ FT., �fG.G9 /4G. //c/CL- RIW �\o� °SQ. �T. , ' 5.38 AC. /1.9 74,700 EXCL• / N/ �;, .+ .2,2 /5.2./1.38 — — — 1 /98.79 • \ .�36.z3 /o,Z 9 i 44h �o LOT 3 R3 7 r , 4. /3.2/,/,500 SQ. FT., a° V ,30.5`/ ,AC. //(ICL. L eaeyE a4 T4 w �' LQ �' .[� Q / 323, /00 S4• F7 � k �T> _•� b �\ o NS ,30.37 AC. EXCL. /e /,K/ , caeY,c /•z Al 8B ° 1 f'/ :ZZ" i0! /S.ZS• 38 w N �; 'f ed I/. 7,Z h CNO, = �f63.7o 5� �d/3, c' HO, OXA - = A/ OS /o ;ZO "� � � 33 9, EXCL..Q/K/ Z n OA TA V W CND. = G33.95 CU.2YE �-5 Cf/O, SRAM _ Al /D ° 6V,Z ,QiaO. /997 /Zr4./3 c 4 . AR[ = S1S7. /6 ARC d 76'3 C.V.Q. S C. s, = N /o ° 96 '39 ° W (� /V OZ ° ,Z3 � SO/JTN L /NL ,Z79. 97 JQVTN ��` CpC.VE.0 93.0/ SEC, Z/. ALUM/ SEC. Z/. 44UM 11V4 d >. CRO /X eo&W;rY l zi SHEET z o c A SNEET. , i 37718l 7181 I 1157 RXRT OF SECTION 21, T401- VAISy /P Z.6 NORrIl .E4Ait E /9 ,WEST, T.PDY TOG(/NSN /P, ST. CPO /X COUNT Y, WISCONS /N. za � FILED MMw .� APR 201982 IN1 JAAES O' CONWU fgbtw of Dead@ / / g wM M" M (� ' Wboomb v ' +' Al 8 S / E Gr = f'`� n d s $ URA±► NO.eTWWESY CGi4.YER ` / _ _ - -N B8'V6 � a E L /Sid O B - - _ • A[ / NdM No ¢TN L /NE, NWYy SEC. 2 -_ NORnv �d C'O?A/GQ S7 CPO /X COyNTY /pO.SO '� _ SEC. L/. 4,WAft -- MOdI.. FOlGVO. u • I .fT. CROIX tOVM^Y E M a Y �^ • � � \� MO•K FO UNO. AS",9 fCK T.CA- -- At -xr � h /V88 'SFS /f� so L /NE �N %l�N� %a s6c. e/• J6 d. 7'B w ^! x RIA L A/VE l lo S O %30 %8'E vot. 19T v 0 14 997.66 W L D T / lv89 ° / z's�z E d H i A" SA FT. , /.VCL. /P�N/ o o w o ? 3, s` /O, 500 SO. C 78.,29 AC. EXCL. y �0 'o 1 t * v � 0 I �. C• 8 Y * I zZ ~ W d'OaTN t /NE, •YW A/ WGSf 1'/S! lOR•vfR SBC. L/• `v ALUMINUM Sr-' CRO/X Co�lNTY MCrAA I 0 O \ Dl,sTU,eQdo. .QESET F.C4d �.s . �„'i` 7 � i � . . � � _-` 1_.• w V •'� �� X4. T /ES. LEGEND n/oTE T� H _ O ASO LB. L /N. FT• 7,v1s Is 4 selwee r o- r vE PARCEL OF LANO OESCR /BEO • / AeOAI P /PE FOUNO i.v &OO.r tf99 OF OZZ,95, n PAGE 3060 OOC!lME.VT NO. • 3 /f< .2E /NF. S,4,e FoUNO 316856 O/✓ FiZe /w THE OFF /CE Ole THE R6G 1sr4re OF OE.ElvS, S7' C.C'O /X O t/o Jp .w Gip SCALE = / /NCH EQUALS 500 FEET Volume 4 Page 1157. of d.' .s!li� �,� ��t �� _ , � —�� r , � ` ,�� ��, \��� , a �� ,�� � � j � .�