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HomeMy WebLinkAbout040-1082-90-000 / g 0 ■ , 0 � ® ( ® z ° q k / N) 2 ° £` (P CD _ c / / ' \ � 2 % } G d k k / i k� k ) 8 2 2 @ q a§\ ® E E X 8 « 0 c g § © m o v > CD a E ) e .. I 0 Cl 10 � \ C ® f_ 6 ` m K % o 7 ] oo § 7 E c . 9 k \ 0 0 0 0 2 § § § \ c § } ■ ■ ■ -2 r D & 3 A c � { g .. > > o c / » 2 , \ � � { } J ° , k / ` / z E 9 R � { w M \ § \ . � £ ] { 7 § . 7 z £ � 92 2 \ (tee Qa�E § CD 0 � %, z a \k\ z ° I . CfZ (Fo # CD 0 2/& & OD (0 :14 $ SPa I � § E 2 ° ) , . 0 . g t 20 �\ C � \« � \ r Parcel #: 040 -1 275'5 -60 -000 04/18/2005 11:39 AM PAGE 1 OF 1 Alt. Parcel #: 21.28.19.1532 040 - TOWN OF TROY Current X; ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): ` = Current Owner WEST RIDGE FARMS LLC WEST RIDGE FARMS LLC 523 WESTRIDGE CIR RIVER FALLS WI 54022 Districts: SC = School SP = Special Property Address(es): ' = Primary Type Dist # Description ' 526 ROLLING MEADOW DR SC 4893 D OF RIVER FALLS CHI SP 0100 CHIP VALLEY VOTECH Legal Description: Acres: 28.440 Plat: 2600 -WEST RIDGE ACRES 040/01 SEC 21 T28N R19W S1 /2 N 1/4 LOT 6 WEST Block/Condo Bldg: LOT 6 RIDGE ACRES Tract(s): (Sec- Twn -Rng 401/4 1601/4) 21- 28N -19W NW Notes: Parcel History: Date Doc # Vol /Page Type 09/11/2001 656255 1716/227 WD 2004 SUMMARY Bill #: Fair Market Value: Assessed with: 28286 614,200 Valuations: Last Changed: 07/23/2004 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 1.000 22,000 126,200 148,200 NO COMMERCIAL G2 5.000 40,000 314,700 354,700 NO UNDEVELOPED G5 22.400 112,500 0 112,500 NO Totals for 2004: General Property 28.400 174,500 440,900 615,400 Woodland 0.000 0 0 Totals for 2003 General Property 28.400 172,500 431,500 604,000 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 Wisconsin Department of Commerce Safety and Buildings Division PRIVATE SEWAGE SYSTEM County Croix INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) SanitarlEgA//44yy44 VIO.: Personal information you provice may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)). Permit Hold r' Name: E] City V ge ow of: State Plan ID No.: Sylla, Mary Troy 4ownship S 16' CST BM Elev.:- Insp. BM Elev.: BM Description: tParcel -10, 82 -9 -000 t oo . 0` tv , 0 3/y u vc... 4(1 1 TANK INFORMATION ELEVATION DATA T TYPE MANUFACTURER CAPACITY STATION BS HI FS EL V. ^ Septic f)k t At y.;-, Benchmark , 30 OT. So 0 Dosing � (� t ' S !' Aeration Bldg. Sewer ►o •a r 3. 02 20� Holding St / Ht Inlet $ • 9. S3 r TANK SETBACK INFORMATION St/ Ht Outlet r TANKTO P/L WELL BLDG. A e lntake ROAD Dt Inlet — � Septic 7/�� � NA Dt Bottom • Zp 9�.�0` Dosing `` t ` >. 50 ' NA Header / Man. Aeration NA Dist. Pipe 3� ,Ol. `1S r Holding Bot. System : fl I O I . q o PUMP/ SIPHON INFORMATION Final Grade ,,;a( 6, 18" rueuj aS WP I rI( > Manufacturer o�-Q Demand t cover Zf 0 3 D , Model Number PO S__ 150' GPM Frictio S stem Cj• TDH Lift r 4.OZ- 2 . TDH \\• Ft Forcemain Length f8 0' 1 Dia. " Dist. To Well SOIL ABSORPTION SYSTEM B Width Leng r No. Of PIT No its Inside Dia. Liquid De IM N I N (O f"s 5 DIMENSION SYSTEM TO P/ L BLDG WELL LAKE/STREAM LEACHING u SETBACK _ CHA MBER -- INFORMATION Type O // r r — model Numb System: Kzv > I UD 5o UNIT DISTRIBUTION SYSTEM C L'' I"W fir✓ N^° � G c..,., rU b [ Header / Manifold r Distribution Pipe( , x Hole Size x Hole Spacing Vent To Air Intake en gth �J•fl Dia. Z Length 3� r `Dia. Spacing 3. O 114 rr SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only Depth Over Depth Over xx Depth Of Seeded / Sodded xx Mulched xx Bed /Trench Center Bed / Trench Edges Topsoil ❑ Yes ❑ No ❑ Yes ❑ No .a.+ COMMENTS (Include code discrepancies, persons present, etc.) Inspection #1: 09 /off/ 00 lnspection #2: Location: 526 Rolling Meadow Drive, Hudson, WI 54016 (SW 1/4 NW 1/4 21 T28N R19W) - 212819326A 1.) Alt BM Description = `sT C^Y . C4 g4 2.) Bldg sewer length = 53' �. - amount of cover = « br- °` `I �cA'`'`' 1 3.} contour = 100.S a o ( o�' � ° 0 ` �O Plan revision required? ❑ Yes No I Use Qther side for itional info atior SBD -6710 (R.3/97) te Inspector's Signature Cert. No. ADDITIONAL COMMENTS AND SKETCH SANITARY PERMIT NUMBER: a a S 3 4 � t e� f i � I a � 3 m. r. } t } I 0 Sanitary Permit Application Safety & Buildings Division In accord with Comm 83.21, Wis. Adm. Code 201 W. Washington Ave. See reverse side for instructions for completing this application PO Box 7302 Personal information you provide may be used for secondary purposes Madison, WI 53707 -7302 Department of Commerce [Privacy Law, s. 15.04(1)(m)) (Submit completed form to county if not state owned. Attach complete plans to the county copy only) for the system, on paper not less than 8 -1/2 x I 1 inches in size. County State Sanitary Perm't Number ❑ Check if revision to previous application State Plan I. D. Numbers 6 / C✓d r ZO I. Application Infor ion - PWAa 9. o n%Uon Location: Pr rty Owner Nam p / Property Location Y l/ (' `°,; 114W 114,So�f TaE,N,R / % r W erty Owner's Mailing Addr6s Lot Number Block Number City, State Zip Code ' ` t Phone Number Subdivision Name or CSM Number 1I. Type of Building: (check one) "" ' _ �t� Q City ❑ 1 or 2 Family Dwelling -No. of Bedrooxtts El Village P of ❑ Public /Commercial (describe use):_ - Q j ❑ State -Owned Nearest Road (�` ( 4t 64 o o— �-L S , Parcel Tax Number(s) III. T ype of Permit: (Check only one box on line A. ChecK box on line B if a licable 19JC1- 3 A) i. 0 New 2. ❑ Replacement 3. ❑ Replacement of 4. 5. 6. ❑ Addition to System System Tank Only Existing System B) Permit Number Date Issued ❑ A Sanitary Permit was previously issued IV. Type of POWT System: (Check all that apply) D = 0 • 17 sm., • Non - pressurized In- ground ,(Mound ❑ Sand Filter ❑ Constructed Wetland • Pressurized IyVound . ❑ Holding Tank ❑ Single Pass ❑ Drip Line • At- de )L - N� Pt ❑ Aerobic Treatment Unit ❑ Recirculating ❑ Other: V. Dis ersal/ reatment Area Information: 1. Desi gn Flow (gPd) P P PP 2. Dispersal Area 3. Dispersal Area 4. Soil Application 5. Percolation Rate 6. System Elevation 7, Final Grade / . Required Proposed Rate (Galsr'day sq ft.) (Min./inch) Elevation �Q l• 3 yso ys0 LSD r id a, S VII. Tank Capacity in Total # of Manufacturer Prefab Site Steel Fiber- Plastic Information Gallons Gallons Tanks Con- Con- glass New Existing Crete structed �l Tanks Tanks ❑ ❑ ❑ ❑ GSA ❑ ❑ ❑ ❑ m.' li1es�� d VIII. Responsibility Statement I, the undersigned, assume res onsib lity for installation of the POWTS sho the attached plans. Plumber's Name (print) Plumber's Signature (no stamps): RS No. Business Phone Number 'l�•Q a Plumber's Address (Street, City, State, Zip Code) d c a ad s'6' IX. County /Department Use Only ❑ Disapproved Sanitary Permit Fee (Includes Groundwater Date Issued Issuing Agent Signature (No stamps) Approved ❑ Owner Given Initial Adverse S Fee) Determination �t' . S X. Conditions of Approval /Reasons for Disappro / op P N :V QCC CSS �S d�s / r e ef 4i�t O� `fGcTGc�c pro oJ�1DG(Gt' lL l^eiJQrCSS ltt/ %C! i1e� AQ kto y a.>,,,; Akre. ► C - «— --_•n .� (� � y'e4rXf�A.SL � S O'er _ _ Ij• f) . �-F - CX_G CIL C� r 2 CAt acxBL 4 l ° 0LJQ 4o SptPfh_ s ,(S-f I - Safety and Buildings 1 4003 N KINNEY COULEE RD LA CROSSE WI 54601 -1831 TDD #: (608) 264 -8777 isconsin www•commercestate.wi.us Department of Commerce Tommy G. Thompson, Governor 1 ! Brenda J. Blanchard, Secretary i August 17, 2000 CUST ID No.691727 �� ' ` " A77k POWTS INSPECTOR ARTHUR L WEGERER =`� {�4r " ZONING OFFICE 421 N MAIN ST % a s `' ST CROIX COUNTY SPIA PO BOX 74 C u o %F`"` �>> ;� Nv 1 101 CARMICHAEL RD RIVER FALLS WI 54022 ��, ;- HUDSON WI 54016 RE: CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 08/17/2002 Identifica Transaction ID N .4128 7 Site ID No. 1933 SITE: Please refer to both identification numbers, Site ID: 193389, Mark Sylla above, in all correspondence with the agenc St. Croix County, Town of Troy SW1 /4, NW1 /4, S21, T28N, R19E FOR: Description: Three Bedroom Mound System - Revision Object Type: POWT System Regulated Object ID No.: 666647 The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The approved changes will become an addendum to the plans previously approved. All other portions of the installation shall conform to the original approval. 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 "Mound Component Manual for Septic Tank Effluent for Private Onsite Wastewater Systems" SBD- 10572 -P (R.6/99) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems" SBD- 10573 -P (R.6/99). • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. In addition, the owner must insure that the operation, maintenance and monitoring duties as described in section VIII of the mound component manual are complied with. A copy of this information must be given to the owner upon completion of the project. • A septic tank filter is required. Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the septic filter is required. Access to the filter for cleaning must be provided per Comm 84 product approval conditions. • A Sanitary Permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.135 and 145.19, Wis. Stats. • Inspection of the private sewage system 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. A copy of the approved plans, specifications and this letter shall be on -site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. All permits required by the state or the local municipality shall be obtained prior to commencement of construction /installation/operation. ARTHUR L WEGERER Page 2 8/17/00 Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. Sincerely, t DATE RECEIVED 08/01/2000 FEE REQUIRED $ 60.00 FEE RECEIVED $ 60.00 &rard M. Swim BALANCE DUE $ 0.00 POWTS Plan Reviewer - Integrated Services (608)- 789 -7892, Mon. - Fri. 7:15 AM to 4:00 PM jswim@commerce.state.wi.us WiSMART code: 7633 I i TITLE SHEET Page of FOUND SYSTEM FOR A .3 BEDROOM RESIDENCE This plan has been prepared in accordance with the Mound Component Manual SBD- 10572 -P and the Pressure Distribution Manual SBD- 10573 -P i LOCATED IN THE SV3 1/4 OF THE �� UJ 1/4 OF SECTION 11 , T Zg N, R `1 W, TOWN OF 'TIZZLl , �jT. L COUNTY, WISCONSIN. INDEX PAGE 1 of 7 TITLE SHEET PAGE 2 Of 7 SYSTEM MANAGEMENT PLAN PAGE 3 of 7 PLOT PLAN PAGE 4 of 7 PLAN VIEW -CROSS SECTION PAGE 5 of 7 DISTRIBUTION PIPE LAYOUT PAGE 6 of 7 PUMPING CHAMBER CROSS.SECTION PAGE 7 of 7 PUMP PERFORMANCE CURVE PREPARED FOR 1 w. bluuslorj sr. — ��',P Pz'wls2 FM_LS' S UZ ✓(/� Z *A,r ? ©00 PREPARED BY Y WEGEE::ZEF2 SQ I 1 TEST 11V CG AND. DES 113" SF_=RV 2 CE P.O. Box 74 421 N.ilain St. 4' cojv River Falls, WI 54022 .1► »•»»•.. Phone 715- 425 -0165 Fax 715- 425 -6864 s ARTKAL Da fau9WOfiTM. MS. G= .. A DVED DIV FARTM.NT OF CtiD UILpiNGS JOB NO . • .. SYSTEM . MANAGEIIENT Page Z of Management and maintenance of this system is critical to its proper operation and longevity. The system owner must be provided with a complete set of plans including the management section. GENERAL Proper functioning of any type of on -site waste disposal system is dependent on the amount of water entering the system and the quality of the water. The lower the volume of water and the lower the level of contaminants, the more efficient and longer lasting.the system will be. Typical system components include a septic tank to settle out and break down solids, an effluent filter at the septic tank outlet to filter out small particles, a pump tank with an effluent pump and controls and an absorption cell to dispose of the water in a manner which will protect the groundwater and public health. RECOMMENDATIONS I. Install water saving evices when and where possible. g P 2. Repair any water leaks as soon as possible. 3. Do not pour greases, oils, chemicals such as paint or paint thinners into the system. 4. If you have a garbage disposal, use it sparingly.. 5. Do not dispose of any paper products other than tissue into the system. 6. Try to avoid excessive flows of water in short periods of time Spreading clothes washing throughout the week is recommended. MAINTENANCE 1. The septic tank should be inspected by a licensed pumper every three years or less and pumped if necessary to remove solids and scum. 2. The effluent filter must be cleaned periodically to remove any accumulated particles. It should be washed back into the septic at 6 month intervals or as per the manufacturer's recommendation. 3. Periodic inspections at the observation pipes should be made by the owner to determine if any ponding is taking place in the absorption cell. Also check for any seepage to the ground surface. If consistent ponding or seepage is noted, a licensed plumber should be contacted. 4. This sytem.contains an alarm which must be installed on a separate circuit from the pump. If the alarm activates, minimize water use and contact a licensed plumber immediately. CONTINGENCIES Monitoring of the volume and effluent quality may become necessary if problems develop. Monitoring must be done as per the requirements of, .COMM 83.54(2). Pumping and disposal of wastewater by a licensed puper may be necessary while analysis and repairs are made. 1. Failed mound systems may require removal and disposal of the existing sand fill and replacing it new sand or installing an aerobic pre - treatment unit to reduce or eliminate any clogging mat that may be present. 2. In- ground soil absorption systems or at -grade systems may require the installation of an aerobic pre- treatment unit or replacement of the system. Additional site and soil evaluations may need to be done and additional plans may need to be ,prepared and approved by the Safety and Buildings Division of the Department of Commerce. / PLOT PLAN Page 3 of 7 Scale t`Lt00 3 I PaLD fP T Lsm� ZS ' g,�d�1 - TV\1�. 301 a _ tslt cOWP�te7 � J.J 1 � l'LtOpo a Z Sp � - -�- 8 3 �� � 1 0 �►sFl eZtoo? x Z '' k tfL too y • �tri-hZ �1._ goo • S 4 \ZO LUQG NOTES: 1. Elevations shown are existing ground elevations unless otherwise noted. 2. Install 4" observation pipes with approved caps. ( 2 required) . 3. Septic tank to be Nr 0016S6 gallon capacity manufactured by 4. Bench mar dL too, ' $ If 31 o blA puc Pipe �. Divert sur aTer around system to prevent ponding at the uphill side. r • Page '-). 7 Approved Synthetic Covering ASTH C33 Distribution Pipe Medium. Sand +, H - W _ G Topsoil F Elev. l 01. 3 3 E D ` b 3 % Slope Distribution Cell of Force Main Flowed z" to 2 Aggregate From Pump Layer Ft. o - Ra Ft. CROSS SECTION OF A MOUND SYSTEM F to b Ft. G Q s Ft. A Ft. H Ft. Linear Loading Rate= 6_c) GPD /LN FT B - 7S Ft. Design Loading Rate = o_�.GPD /SQ FT j 1 ) Ft. J 6 Ft. K Ft. W al Ft. t .. I - Observation Pipe $ _T L K _ - - -- - - -- - - -._ — -- -- __ ----7 gcX s O _ A �I /b 8 r -- -- - - - -_` W - -� -- - - . - -- ----- - - - - -- Force Main Distribution \— Cell of z" to 2�" Pipe aggregate i • Observation Pipe (Anchor sec=elyl OUND SYSTEM VIEW OF A M Distribution Pipe Layout Pace S of 7 Place the holes at the bottom of the distribution pipes at equal spacing. Remove all burrs from the pipe and holes. Extend the end of each lateral up with the use of long turn or 45' fitting to a point within six inches of the final grade. Terminate the ends of the laterals with a valve,-threaded cap or . threaded plug. Provide access from final Bade for the valve, threaded cap or threaded plug. T ELL T -t F Ct-� L l:\? S S pv c Fv c � Lateral Manifaid x x x x X(2 1 x!Z x x x x Lateral Length 4 Lateral Length — Distribution Line P � � & C1�5 5flj4 0 _ --0 h frf.l 1 F� �o • 1=o2C� nt�uu . P `3'7 Ft. Hole Diameter 3 J'k -,finch S i Ft. Lateral Iach(es) X _ inches Manifold Ze Inches Force Main " Inches # of holes /pipe , Invert Elevation of.Laterals Ft. 19 K0 -66 IZSV y-q=- SCaJ6 Gp) Combination Sept4c:Tank and PUMP CHAMBER CROSS SECTION AND SPECIFICATIONS ' PAGE OF - NEWT CAP WEATHER PROOF JUIJCTION BOX . ti C.I. VEAIT PIPE APPROVED LOCKING 2 1()' FRO DOOR, MAIJHOLE COVER WITH :l11J0OW OR FRESH u- 'AStN11JG 1.1�6EC,, �sP IOtJ PIPE A11R UJTAKE S coraputr +� /r�, NTP >, — s If MIN. a -. PROVIDE IA1 LE T „gin AIRTIGHT SEAL. ( ! f I Approved Z�B� Ft� ` i ll Approved joint Tf/ l! joint w/ PVC pipe ALARM PVC pipe ! l) a ! 1 ! Ou t LLCV. OO fT PUMP -_J • ` OFF 0 • COUCKETE ' BLOCK ' y . RISER EXIT PERMIT(ED OIJLy IF TAWK MAIJUFACTUR{i R HAS SUCH APPROVAL 3NAAP�2orl<D BtpD I N4 SEPTIC E SPEC.IFICATIOKIS DOSE r 1 lC�W � ? 1 51 - . TAIJK MA►JUFACTUiZCR: NUMBER OF DOSES: j PER OAy TAIJK SIZE : l SlQ GALLOIJS DOSE VOLUME I ALARM MAWUFACTURCR: S ! S INCLUDING 6ACKfLOW: 1O Z GALLON: MODEL IJUM6CR: lQ� 1 VAW CAPACITIES: A= �a I OR 3 � 0 � � GALLOUb SWITCH TyPC: � ��R'� B c Z fAIC►4ES OR _ _„L— G(►LLO1�15 PUMP MAlJUFAGTUKCR: GOVI_DS C= 6 INCHES OR C) �- GALLOWS MODEL WUMBER: D lZ INC`HHEE'SLOR ZQ r GALLOAIS SWITCH TYPE: r'1��Cz� DOTE: PUMP AMD ALARM ARE TO 5L b MINIMUM D15CKARGE RATE Sd• 1 ', GPM IN5TALLEO ON SEPARATE CIRCUITS VERTICAL DIFFERENCE DETWEEW PUMP OFF AUD..DISTRI6UTIOW PIPE.. - 1 ' 62 FEET + A' METWORK SUPPLY PRESSURE . - , 3 2 S FLET + 60 FEET OF FORCE MAIN Y, S' () Z F Y o FCFRICTIOU FACTOR_. 3'0) FEET TOTAL DyIJAMIC. HEAD = Ly+Ob FEET As per manufacturer C5 gal /in. Liquid depth 3g`I r ' . Goulds Submersible Effluent Puy A . i 1 3871 EPO4 EP05 APPLICATIONS • Fasteners: 300 series • Fully submerged in high ■ Motor Housing: Cast iron Specifically designed for the stainless steel. grade turbine oil for for efficient heat transfer, following uses: • Capable of running lubrication and efficient strength, and durability. • Effluent systems dry without damage to heat transfer. ■ Motor Cover: Thermoplas- • Homes components. tic cover with integral handle Motor: Available for automatic and and float switch attachment • Farms manual operation. Automatic • Heavy u sum • EPO4 Single phase: 0.4 HP, points. vy tY P models include Mechanical • Water transfer 115 or 230 V, 60 Hz, 1550 Float Switch assembled and ■ Power Cable: Severe duty • Dewatering RPM, built in overload with preset at the factory. rated oil and water resistant. automatic reset. ■Bearings: Upper and lower RP 115 V, 60 Hz, 1550 RPM, SPECIFICATIONS • EP05 Single phase: , FEATURES heavy duty ball bearing Pump: EPO4 built in overload with ■ EPO4 Impeller: Thermo - construction. • Solids handling capability: automatic reset. - plastic Semi -open design 3 /4" maximum. • Power cord: 10 foot with pump out vanes for AGENCY LISTING 0 Capacities: up to 55 GPM. standard length, 16/3 SJTO mechanical seal protection. CA- Canadian Standards Association ;- Total heads: up to 24 feet. with three prong grounding ■ EP05 Impeller: Thermo - • Discharge size: 1 1 /2" NPT. plug. Optional 20 foot p (CSA listed model numbers Mechanical seal: carbon- length, 16/3 SJTW with plastic enclosed design for end in "F" or "AC ".) rotary/ceramic- stationary, three prong grounding plug improved performance. BUNA -N elastomers. (standard on EP05). ■ Casing and Base: Rugged • Temperature: thermoplastic design provides 104 °F (40 °C) continuous superior strength and 140 °F (60 °C) intermittent. corrosion resistance. • Fasteners: 300 series METERS FEET stainless steel. 10 f i • Capable of running dry without damage to 9 30 I i 5 G' components. Pump: EP05 $ I = 2sFr • Solids handling capability: c 25 { i %" maximum. , Q z • Capacities: up to 60 GPM. s 20 P feet. • Total heads: u to 31 f t — • Discharge size: 1'V NPT. Z 5 I • Mechanical seal: carbon- n 15 — rotary/ceramic- stationary, 4 : tcJ.o 6 BUNA -N elastomers. o _ - - -- E005 -- • Temperature: 3- 10 104 °F (40 °C ) continuous 140 °F (60 °C) intermittent. 2 EPO4 I 5 I I i - o t) 0 10 20 30 40 50 GPM - L 0 2 4 6 8 10 12 ml /h CAPACITY ©1995 Goulds Pumps, Inc. Effective May, 1995 W consinDepartment uman pa Relations Industry SOIL AND SITE EVALUATION REPO Page of 3 If Human & Buikfirgs in accord with ILHR 83.05, Wis. Adm. Code COUNTY Attach complete site plan on paper not less than 81/2 x 1 t._inches in size. Plan must include, but not limited to vertical and horizontal reference poi ),,direction and % of slope, scale or I PARCELI.D.# ��At 1vG dimensioned, north arrow, and location and di, tfarest road. ' APPLICANT INFO RMATION PLEASI�PRINT AL iNF&MATION REVIEWED BY DATE PROPERTY OWNER. PRQPERTYLOCATION St_- , 1.s[AJ ftJ ) Sl-v 1/031.v 1 /02 T "?-8 ,N,R 1 cj E loci W PROPERTY OWNEA':S MAILING ADDRESS• LOT t2 BLOCK # SUBD. NAME OR CSM # till LJ _ b t.ULS)M g• . = — �oS�i� P CITY, STATE ZIP CODE PH .. CITY (]VILLAGE ,MOWN ' NEAREST ROAD C�LI��Z `�l -CS, S���ZtblZ ?`�b6 -��2.� �-fiz.0 �a•oPos�D �Q New Construction Use pQ Residential / Number of.bedroeft Addition to existing building j) Replacement [ ] Public or commercial describe Code derived daily flow b 0 O gpd Recommended design loading rate bed, gpd/ft - 3 S trench, gpW Absorption area required Sew bed, 11 SC)b trench, ft - Maximum design loading rate • 5 bed, gpd /ft • trench, gpd/11 Recommended infiltration surface elevation(s) 1C� -\S t . ft (as referred to site plan benchmark) Additional design/ site considerations feu nN n l hJ UI U M L2, It o i= Sft ,b R LL Parent material 1_z eta ouNZrz Lj,_ Flood plain elevation, 9 applicable NS ft LN Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT -GRADE SYSTEM IN FILL HOLDING TANK Unsu itable for stem O S U S❑ U ❑ S ®U I ❑ S ( 1 D S !�U CIS IO SOIL DESCRIPTION REPORT Boring epth Dominant Color Mottles Structure GPD /ft g # Horizon in. Munsell ( Ou. Sz. Cont Color Texture I Gr. Sz. Sh. Consistence Y I Roots Ground 3 Z� 7 •S `tfz �L L elev. � oo.o ft W 2)V-Ss •. Lo`12 Sl Lb si C Depth to limiting factor Remarks: Boring # d - 10�tR�lz Sil 2_`{�b� Y14 tit zo • � s, i Zh7. sb m `F� c - -s�"�, Ground lc_sbk elev. ft 2�_ , •S � lZ Yl y 5 4 12 52�- - a oti, rrt`�y. - • � Depth to limiting factor Remarks: T Name: -- Please Print Phone: Arthur L. We erer 715- 425 -0165 egerer Soil Testing & Design Service —P.O. Box 74 River•Falls,Wl 54022 Signature: Date: S S O CST Number oo -lt8- 6 220254 PROPERTY OWNER t'2. Sri • � SOIL DESCRIPTION REPORT Page of 3 PARCEL I.D. a �j1WG Boring # Horizon Depth Dominant Color Mottles Structure GPD/ft In. Munsell Qu. Sz. Cont. Color Texture Consistence BwXI3y Roots N", Cl -Z Z )wm _VL .. 3 S z>n b cs , S Ground 3 22._�9 - `t 3Ly elev. h S eZ.o It. 1 4 7- Uo I-2 S!2 Depth to limiting factor Remarks: Boring # Ground elev. It. Depth to limiting factor Remarks: Boring # Ground elev. It. Depth to limiting factor ...... .... H ::� Remarks: 3oring # 13 ,round !l ev, leplh to miting )clot Remarks: _ h n -tuna• ,.r •..... PLOT P LAN Page 3 of 3 SCALE 1 "= u'Q ' t0 L.ZS ' 2S , -- _ L1 _�co'�' O►.i'7�ttlsl�� I I 3�y" DiR .AbC P1PE+N�L�^'i1i. r I I I I 0 -0MPRt`j— 02 i 2S - LsL1AA_ fie. Pipe kJ M O Q O \� 5 L.003�'1D 1J N� • SR$'1Z,N Syr— 0 ROLUWG o 00 -118- 6 ( 715 ) 42t CST Signature Date Signed Telephone No. CST ## JLN-09 -2000 08:16 FROM: T0: 17154250:313 P.00 , ew FRQ'1 : �ehuMaker Pi wnb i� FM N0. . 7153863123 Just. AS 2000 08:32FM ST Cam COUM 58FTi� TANK AM pq WMKM C0 TAN YOM c l �- y t 57 " oa; i /N �Uo rO,i✓ Mdft Ad&= ogty Ad4rm �a k (va *M eaq dmd t om tw PAW Jar 26,p �icylaa�a v A sw 2. _ qts Tmm of �raeaty low - * �ToMrno 'pop # Ceded sa�6y . votumc Cl rm C3 no riot law IMae" 13 yea O no WW ym go ho 00 Wawa aW by .� s!� � dseetia• °� �a �° uok w s o � � +me ,rake dwM� The o e 10 wibmi# is M W C WM t the OlN ite SAIN gopowsymm now ymm plemborasslf0�orrdAul ) biapqw �*6 bete �aa AMr eba�ra mquli�emea�ie "SSW o G �+ the a aed ae Dapa o[I�IwAitM1 gaze � . 3D sett riwvi� a iot6y Ip4 ��� �, oa dw iti.4�� o�Roa poft dot F" a da it ow one ym op w" date. "Ta APPUCANT Z (�w3 ooft tw tu � bu "hM see eae a des bea ad {oar} . i (ero) am (fie) sue} detaiki *off by'Afto of a wanow deed b Rem atOo Ot�a°, Pin!' G A v DATE �TtJitB O ANUCANT •r... w. Boy L miFS+�waaaie^d � peMtllt to tlNr t P� aat by tie xvida8 �- �etw ee Lue�nde with t6b RHP TM + mW wmmmq load ftm *a ROOM GCOP& ° o" a o[tfie oaed!l•d� mep rlD � �• fa m. � 07/25/00 TUE 09:43 FAX 1 715 386 6560 ZILZ & ESTREEN Q 002 !.. voi.1529PAGi 536 6:;?-7 z �2$ KATHLEEN H. WALSH STATE BAR OF WISCONSIN FORM 2- 1999 REGISTER OF DEEDS Document Number WARRANTY DEED ST. CROIX CO., WI i RECEIVED FOR RECORD This Deed, made between P aul M. Sylla and Patricia Sylls, 07 -27 -2000 9:30 AM husband and wife, WARRANTY DEED I EXEMPT # Grantor, and E. W. Homes, Inc., a Wisconsin Corporation, CERT COPY FEE: COPY FEE: TRANSFER FEE: 825.00 RECORDING FEE: 10.00 PAGES: 1 Grantee. Grantor, for a valuable consideration, conveys to Grantee the following described real estate in SL Croix County, State of Wisconsin (if more space is needed, please attach addendum): I .g nn . art �o f Certified Survey Map in Volume Four (4) Certified Survey Recording Area Maps, Page 115-7, as Doc. No. 377181, filed in St. Croix County Register of Name OGLAND Deeds Qffice on April 20, 1982, being part ofNWI /4 of Section 21, T28N, Zi1Z� Estreen & R19 XCE L.! �0 of ifted Survey Map in l� 10, Pa 819, as P. O BOX 3$9 Ogland Doc. No. 5 597, and CE o 5 of Certified Survey Map in Voi�14, Hudson WI $401 G Page "88 3, recorded as Doc. No. 626220. ]?t — & 040- 1063 -50-000 Parcel Identification Number (PIN) This is not homestead property. 00 (is not) Exceptions to warranties: Easements, restrictions and rights -of -way of record, if any. Dated this 2,4444" day of Ju 2000 4441 10W * Paul M. Sylla ;�e4 * * Patricia Sylla IF AUTHENTICATION ACKNOWLEDGMENT Signature(s) Paul M. Sylla and Patricia Sylla, husband and STATE OF WISCONSIN ) wife, County � authenti�M&/ d y of July 2000 Personally came before me this day of , the above named i * Kristina Oglan TITLE: MEMBER STATE BAR OF WISCONSIN (If not, to me known to be the person(s) who executed the foregoing authorized by § 706.06, Wis. Stats.) instrument and acknowledged the same. THIS INSTRUMENT WAS DRAFTED BY Attorney Kristina Ogland Notary Public, State of Wisconsin Hudson, WI 54016 My Commission is permanent. (If not, state expiration date: (Signatures may be authenticated or acknowledged. Both are not necessary.) ) * of persons signing in any capacity must be typed or printed below their signature. Information Professionals company, Fond du Lou, W STATE BAR OF WISCONSIN BOD-656 - 2021 WARRANTY DEED FORM No. 2 -1999 3'7'7181 CZ /F - E'Y MAP NO 1157 T o sv RIl PA/PT OF SEC T /ON ,2 /, TO!/!/NSf/ /P .28 NO�PTf� . 4MA .-E /9 LVEST, ;TROY e/IMIX 11 C DUN T Y, WISCOA1,51A/. ON FILED vMK APR 2 1982 6 fMeoRN a� o� tea► w i 7'�,a � " . $URV .t/O.eT.YH/EST' GCl4NER ` / - - - - 88 ✓/ f SEG. 21 ALUMINUM • Noe T•v L /NE, NWYy SEC• Z/ SXC. Z/. AL ST. C.�oiX MO.t/. Fps/NO. k /f t oo 0 sT C euX Ao VA"o. EASEMFi✓7 FdK rrq'YEG .� t PE.r ✓et. G Jt, Red. I Q . •. •: ti > t; �N �1�N/f•_A -W71 S6G. L/• 7S W OW �, V N e•�tta < N o N. •� t� a RIAI G A/V VOA. "7 N 88 '1'1 S4 E 997.46 a o i 3, 4t/O, 500 SO FC , 78. Z.9 AC. v Wl�t 0 Z ?a � � 0 v - ROLLJIVG MEADON/ OAP /YE - _�, ; WESS Jv eoR.vX a sic. Z/• dourH L /NE, - kV SEG. r AL!/M /NUM Sr.* C.aO/X `v DlST//.tJEO. .PES6T F.tL�✓ L o `� , � � •� t_.•tr•��J,..��1 ``,O r�ES. L EGE/VD oTE. O / H x ,2if JIC'O/�! P /PE SET , /. SO Z.6.1-111V FT. T/•Iis /s A SURYE Y OX* r v4r � ,� PARCEL OF L.O.t/O OESCR /BEo i • / /.PO/V P /PE F4041AID /A/ Boos i/99 Ole G7EEOS, # �, PAGE .306, O ? 0- -ZZ EN NO 7 - . M. • '%f� n ,QE /•VF. S.4,e A - ozlvO 316854 ON F /tE I" THE OAX14E 0-r T//E R6G/ST.E'R O.e lo-eZo s, 49:p- C,eo%r cc COU,vTY, N/ /SCONS /.V. i i I i e tfo J.o ,• — ,j SCALE : / J/VGH £Q!lALS 300 FEET 17-111-1 llt�7 wool 31V0 3nYN WO U111300 N OISMS 090 -OW9:a ennN aw &*AMS PM 1S s81'9P0MI/lr}j=()3'q}nV dVV4 NOIld3OX3 - IV103dS so /cz/so )M umlpp rw v«o&A s&ua ow-om 3u as mar*rtlw�vu�awaaBO9 mw/aili•_mnw•m NISNOO.SW1 'JLLNf10'J XIO2b '1S 'JlOtll -40 MOLL 090 — OWD mw aw 8669- IBC -STl a•J M- M -9m w llm9 -,B6 - 911 P3 °°w -9uiu M6 l `N8Zl `LZ N01103S NI Ai83dO8d V. 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I I I I o, zl a Oo�/ _ L o C9 r LL C 7T (V N p nI LO pp /� (9 0� 0)o N b M I t7 W t•Z Z zzU)z orn OI F- Z Z Z 00 lit w W �0 � I -� (D w 0 I OOH Q£ ; rn C/) a m c rfNC�v W z D �l.J Lu CID 7 90 / co U = m m L,� ° m Er 0 LO v F F- F- CnZZCn I � Cpl J 1� N Z L) c L0 a) N OI U I / Q J co ,-- C 00 (.3 9 -1 z I I � �I Q I ' -9 � bl z U J V Go nw �I W I 9 w v I m w Lq Q I v 37 z J T � o GD So � CA (D N m 0) 0 a �o w a : o I 0 g° p H UCo co ZZZ �I aQ rN NI I O W a goo co I L0 o / �m T ti w < = m g gso (yi w Co Co C 0 M '' nn U � � � J co O C � 000 I � I / O �i J C) " I o / T ° Go E (n w V z zv0C)� o c� C) E SEE C7 - 00 0 N 00 36.74' 0 z i N01 °10'20 "W S01 0 10'20 "E 380.24' N01 698.96' LOT �DC?JaLIVIJo l101�o IJ �7 lt"�o ° cyJNJ O U to ui r S83H10 AB 03NMO SONV1 0311VIdNn 3AI8() MO ON I - 11OU \ c- c < r O \ \ co O NI (p Z \ \ 1 I I , r 1 r� 1 0 c:) \ \ C X 0 .S � �� . m n I r \ \ P s' 1 1 � 's �'Q /p� i — — — — N­1 >00NNIH0� . --- .------- ._. --- . Z \ \\ ��a , N , Z ._.._,_ _ -- i \\ \ m m \ \\ o o r \ \� - - - - -- ° z z \ \ W (n 0 C7 4 iA r � � O Z 0 V 0 o S PROJECT: COLPoUtt OIfIR VANCH om DRAWN 9r: KLJ y 106 Tah6dey Dda &tl 212 Id4ul Sled WEST RIDGE ACRES SUBDIVISION Sulk ► ludoo. In 64016 CHECKED BM 4D„ P SYLLA M.nomuk IR µ76t DATE: 05/04/00 Td 716-=-kgo TA 716-211 -6277 N ►u 716- 222 -1162 1. 716 -361 -6336 wWl1�k16hlnet �u602�q�adu.com DWG AM 5010 TROY TOWNSHIP, ST. CROIX COUNTY, WISCONSIN REVISED PER TOWN REVIEW KLJ 06/13/( REE FLE. 5010 -002 RELEASED FOR REVIEW KLJ OS/06/1 SITE PLAN ■Auth•Consulting /associates 1 � , JOB NUMBER: 5010 -00 REN90N DESCR PTIDN: NAPE: �4 PARCEL TO BE REZONED LOCATED IN PART OF THE NW1 14 OF THE NW114 . PART OF THz S1I1/4 OF THE NwI14. AND IN PART OF THE SE1 14 OF THE NW1 OF SECTION 21. TZON. R191IW, TOWN OF TROY, ST. CROLC COUNTY. WISCONSIN; BRING PART OF LOT 1 OF CERTIFIED SURiB'Y MAP RECORDED IN VOLUME 4. PAGE 1167. . N NV CORNER N 8645'31" E 495.12') NORTH LINE OF THE NW1 /4 N68'4 '44 "E SECTION 21 (4 SECTION 21 I" 44 (,qj_Z 2154.12' —� NI /4 CORNER EXISTING DRIVE _ C_S�M_ ly___ VOL. 4, PG._ 1107 a n O W P $ LOT -1 LEGEND 0. in ° g ALUMINUM COUNTY SECTION CORNER ) " - 300' 9 9 8 MONUMENT FOUND N v • 1" IRON PIPE FOUND Nj \ 1" X 24 IRON PIPE SET WEIGHING (N 88'45'14" i E 568.78') 1.68 LBS. PER LINEAR FOOT � i I o N '41"E 7 ' 1 \ LEI o UNPLATTED LANDS PARCEL TO BE REZONED : ��, �`,�O --------------------- I 66.814 ACRES ` 2,910,422 SG FT �' \ 64.359 ACRES EXC. R/W 2,803,463 SO F7 \ — \ ZFfINNOCK _L r O N N N t; (N69'12'42 "E m N u 349.20') EXISTING SHED r- ri N89' 19'26 "E 349,27' — — — — — — — — — — — — — — — - ( N89'54'42 "W 545.77' ( \ LOT-2 ' PROPOSED HORSE FACILITY SOT_ 2 � C:S,MI_lN ®a ` A -A %, PG. 1157 _ _ t \�, t r `�9 c I • �\ ) (N68'44'22 "E Z I o, \ �✓ 225.00') �J 2224.934.93' Get I a LOT-2 Ig W C :S,M,_ N*t I EXISTING L �7 llJ i� FIELD DRNE 9 Y :_ 1-0 Rio o PG b i z - - -'- 2819 ii + (S 88'44'22" W) N 88.25'17 "E 345.70' 1 588'4849' W 836.10' _ — — 568'48'49 "W 34.38 �� —\ 225 5 4 4 'w 6.45 (S 88'44'22" W) Vl /4 CORNER SEC CORNER ROLLING MEADOW DRIVE - 7- ---- -- LANDS OWNED BY OTHERS SECTION 21 SECTION 21 --------------------------- 6 Ouer IS (.i,5 f a l � ac ✓� Q� �� ( C