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HomeMy WebLinkAbout034-1036-10-200 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit N 430338 0 GENERAL INFORMATION J1 (ATTACH TO PERMIT) State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: City Village X Township Parcel Tax No: Thao, Sou I S rin field Township 034 - 1036 -10 -200 CST BM Elev: Insp. BM Elev: BM Description: 1p G 8 Section/Town /Range /Map No: 1 " 1 / 0d, 0 16.29.15.241A20 TANK INFORMATION ELEVATION DATA— y - ? ILc L" Gz 1�+�, 5 4-, TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. w. Septic Benchmark r7 1- rC -+ cl v c. i�r PVC 10r s 0) Dosing �� Alt. BM S Aeration Bldg. Sewer Holding St/Ht Inlet �. Z -- St/Ht Outlet TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic 7 Zc c� N O t A lli f 'q Dt Bottom !F Dosing , eader /Man. Aeration Dist. Pipe S Holding Bot. System -' �. 9 /� • + q I — El - ­ - PUMP /SIPHON INFORMATION Final Grade Manufacturer / Demand V Cover GPM Model Number Lift fictio Loss System �Hegd TDH Ft �, `� Y • (0 `'7r F8 • z h 1 ", �i'�en1 'Z bi G�� . If! of i Length Dia. Dist. to Well ei, z " loo •q v '7 0 � rM^ u SOIL ABSORPTION SYSTEM 10 100 ' 0 0 BEDITRENCH Width Length No f Tron hes PIT DIMENSIONS No. Of Pits Inside Dia. iqui DIMENSIONS \ — — SETBACK SYSTEM TO P/L BLDG WELL LAKE /STREAM LEAC Manufacturer: INFORMATION Type Of Syste CHAM R OR -- – ,AUNIT C 4� f�G t / / Mode ber: �30 I jilt DISTRIBUTION SYSTEM Header /Manifold Distribution f x Hole Size x Hole Spacing Vent to Air Intake Length Dia L L en Dia ii Spacing — I 1 S/ Z �— 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 BedlTrench Center ' Bed /Trench Edges / U Topsoil �_ No es No COMMENTS: (Include code dis - persons present, etc.) Inspection #1:_01JI_� _/ 7 fKo'lnspection #2: io Location: 976 State Highway 128 Wilson, WI 54027 (NE 1/4 NE 1/4 16 T29N R1 5W) NA Lot 2 Parcel No: 16.29.15.24 1.) Alt BM Description V ez, L/ t'" 2.) Bldg sewer length = cji✓ "'�`� `�' "� (' (/ )� - amount of cover Plan revision Required? Yes' 0 1 Use other side for additional inform - - l 3J - SBD -6710 (R.3/97) Date Insepctor's Signature 1_ Safety and Buildings Division county n t 201 W. Washington Ave., P.O. Box 7162 • ( rp I V narn Madison, - 7162 Sanitary Permit Number (to be filled in by Co.) Department of Commerce (608) 266 6 -315- 315 1 33(Y Sanitary Permit Application State Plan I.D. Nqumber / In accord with Comm 83.21, Wis. Adm. Code, personal information you provide e d / 3 - L6 may be used for secondary purposes Privacy Law, s15.04(1)(m) Project Address (if different than mailing / 2 - I. Application Information - Please Print All Information D 36— s T ` Z 3y� d3(o- lO -aoo P operty Owner's Name RE CEIVED Parcel # t #• Block # Sa 6- I roperry Owner's M ailing Address AUG 2 9 2 003 Propt >ry / " w y��� City, State Zip Code P Y v }. _ OFFICE �/ • Z��j� 2 H. Type .A Btuldin (check all that a p p l y ) _ � N, e W YP g PP Y / T Subdivision Name C�SM_ j�lttlnber 1 X I VQ A or 2 Family Dwelling - Number of Bedrooms tr%D ( E i( �7 Public / Commercial - Describe Use 1 State Owned - Describe Use !r &n 4 CXx� GCny_L7Village94Township t III. Type of Permit: (Check only one box on line A. Complete line B if applicable) A, New System ❑ R System y p y ❑ Treatment/Holding Tank Replacement Only 171 Other Modification to Existing System B. ❑Permit Renewal ❑Permit Revision ❑ List Previous Permit Number and Date Issued Change of Permit Transfer to New I Before Expiration Plumber Owner IV. Type of POWTS System: (Check all that apply) ❑ Non - Pressurized In- Ground ❑ Mound > 24 in. of suitable soil XMound < 24 in. of suitable soil ❑ At- Grade ❑ Single Pass Sand Filter / ❑ Constructed Weiland ❑ Pressurized In- Ground ❑ Holding Tank ❑ Peat Filter ❑ Aerobic Treatment Unit ❑ Recircu!.ating S- d Filter / ❑ Recirculating Synthetic Media Filter ❑ Leaching Chamber ❑ Drip Line ❑ Gravel -less Pipe ❑ Other (explain) 7 V. Dispersal /Treatment Area Information: Design Flpw (gpd) Des gn S it Appli don Rate(gpdsOl Dispersal Area R u red Area Pr pos (sf) isp 7 4�,01111, ed (sf) Eleva System tion p slhSf. �!� �� 7S ( ). J VI. Tank Info Capacity ' Total Number 7 �M facc refab Site Steel Fiber Plastic Gallons Gallons of Units l� Concrete Constructed Glass New ) xisting I Taril s Tanks ��i✓ Spic Ho ding Tank �I 7 � / Aerobic Treatment Unit ! 6 Dosing Chamber X b VII. Responsibility Statement- I, the u ndeirsign e4xume responsibility for installation of the POWTS sh on t he attached plans. Plumber' Na me (Print) Plumber's " nature MP /M b PRS ee Business Phone N tuber 4.a/.J z z6 N �00 2/_ -� .��y� / Plumber's Addre ss (Street, City, State, Zi ode) l VIII oanty/ epartment Use Only Approved ❑ Disapproved Sr Permit Fee (includes Groundwater D to sued I ing Agen Signature (No s) Surcharge Fee) ❑ Owner Given Reason for Denial 3 0, aj IX. Conditions of A proval /Reasons for Disapproval SYSTEM OW �h 17, 1 p c an ,effluentfillter and C dispersal cell must all _be ded / by plumber. as per management plan p f 2Q Ced2(� �a 42 2. All setback) cable odelordinanc a as per a pplicable �a�o a�e4-k' Attach complete plans (to the County only) for the system on paper not less than 8112 x 11 inches in size SBD -6398 (R. 01/03) PLOT PLAN PRO.oECT Sou Thao AnDRESS 432 E. Nevada Ave St. Paul Mn 55110 NE 1/4 NE 1 /4S 16 /T 29 N/R 16 W TOWN Springfield COUNTY ST. CROIX MPRS Sha BE 4 n Bird 22 6900 DATE EDR 1U d CONVENTIONAL AT -GRADE CONVENTIONAL LIFT HOLDING TANK MOUND M SEPTIC TANK SIZE 1255 gallons LIFT TANK SIZE DOSE TANK SIZE 765 HOLDING TANK SIZE LOAD RATE 1.0 ABSORPTION AREA 600 # of chambers none IL BENCHMARK V.R.P. Top of 2" pipe ASSUME ELEVATION 100' Filter Zabel A -100 D BOREHOLE (DWELL s H.R.P Same as Benchmark SYSTEM ELEVATION 101.5' 1.7' Sand Lift 1 000'�PvI`5 i� pn- -b'1'� 132 Property Line Scale = 1 /4 11 = 10' Lo 3 l `vv Well is to meet all Pro 4 setbacks found in Bedroom Comm. 83 House / i 2 6 A 4 Cn b r a W l�� Z Huffcutt Combo Tank x Grading is to be done to O divert run -off away from \ Alt. B.M. Y s stem w C 4 5 : Pt M Tank is to be O� -.� properly bedded B B-1 o and provided with lockdown covers with approved warning labels �� 8% Slope 100 9.8' 99' B -2 Area 15' below 9 8' system is to remain 1� undisturbed 684430 VOL 16 PAGE 4336 XATHLEEH H. NALSH REGISTER OF DEEDS ST. CROIX CO., NI RECEIVED FOR RECORD 07 -17 -2002 4:30 PM REC CERTIFIED SURVEY MAP COPYFFEE: 15. LOCATED I N THE NE 114 OF THE NE 1 e4 AND IN THE NW 114 OF THE NE I "PAGOCT ION 16, T29N, R SPR INGFIELD, ST.CROIX COUNTY, WI PREPARED FOR: D.O. T. APPROVAL N 55- 128 - 3379 -2001: LEON RINGSTEAD.••'• BEAR ARE: R TO T HE L07, EAST LINE OF THE Nt • 1,14. (ST. CRO C. S. M. VOL.. 15 COUNTY COORDINA E PAGE 4087 SYSTEM). ................ g 788. 35' N06-05 z z REC. AS 786. 16' w m � W :H m m z im :o i 2t WEST LINE OF THE NE -N W LOT 2 A �/ / N74 44' E ,Z a m q (�/ l� 7. SO ACRES 105. 70' 762, 322 SO. F T. N46 n to 03 ( / — /03& - `0 -a0b 134.40' .y g :m �! N87- 282. 17' NOD OO' I I ' E 964.87' `^ 66. 001 L 898. 87' z # - 6 ( a .......................... �, "l [ [ A UHPC ATTED rn a 66' rn 2 T /T 3� g N86 13' 22'£ 2 ? � 215.38' v o U3Lf 103& /O- ,0Wbv36' IB'w kANPR (q rn 2.98' gm LOT 3 J.oz..i w y NOR 7H IRON Z C. S.M. .•. . VOL:... g m w A 18. 71 ACRES 1S 314' 14 m 815, 066 SO. FT. RE -BAR PAGE 2746 z y 16.29 AC. EXC. RiW W m a y s ' AND ACCESS EASEMENT m �n r < y T r N ....................... .: G fi n m y 709, 472 SO. FT. a m a 6'1 ROPOSED ACCESS. Ij NPLA7TEQ z m m y =mm a a gg m yti 100' HIGHWAY BUILDING SETBACK,L ( �= i . 66. . G ... N m T 0 {N O 00' G 9 1 7. 18 _ $ _ _ _ _I N01 31'W 983. 18 T. H U N00`47' 20 cr SOO'47' 20'E 983. I `.. U SOd°47' 20 "E • — — — °-- — — — — — — D- — — — \ EAST LINE OF THE NE 114 N00 4T 20' W 2646.2 ST. IX COUNTY UNPLATTED L au ml andP2*5Comm t�yGC7h(S LFGEN ................ !��' . O SET 1' O. D. X 24' IRON PIPE U L 17 ZOOZ `? WEIGHING 1. 13L BS PER LINEAR FOOT. .' �� JAM IL • - I" IRON PIPE FOUND. Witoin 30 day$ of WEM c NO D1REC ;g�@pdtb palahalle � Y S. T. H. 12 CEPTTUN d void ` ¢i: I' •250' PROPOSED D VEWAY A SHONM, PERMI BY D.O.T. SPECIAL EXCEPTION. JAA£S ^` 04 O 50 250 500 NELSEN -WEBEA AND SURVEYING 2000097 THIS INSTRUMENT DRAFTED BY JIM WEBER SHEET I OF 3 DATED �� y•'Z°"� Vol. 16 Page 4336 r Safety and Buildings 4003 N KINNEY COULEE RD LA CROSSE WI 54601 -1831 TD #: (608) 264 -8777 erc ,sconsin www.wisconsin.gov . wis c ons .wisonsin.gov Department of Commerce Jim Doyle, Governor Cory L. Nettles, Secretary August 26, 2003 CUST ID No.226900 ATT N: POWTS Inspector SHAUN R BIRD ZONING OFFICE BIRD PLUMBING, INC ST CROIX COUNTY SPIA 1008 192 ND AVE 1101 CARMICHAEL RD NEW RICHMOND WI 54017 HUDSON WI 54016 CONDITIONAL APPROVAL - PLAN APPROVAL EXPIRES: 08/26/2005 Identification Numbers Transaction ID No. 899326 SITE• Site ID No. 663829 Sou Thao Please refer to both identification numbers, State Hwy 128 above, in all correspondence with the agency. Town of Springfield St Croix County NEI /4, NE1 /4, S16, T29N, R16W FOR: Description: Four Bedroom Mound System Object Type: POWT System Regulated Object ID No.: 916988 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. The following conditions shall be met during construction or installation and prior to occupancy or use: General Approval Requirements: • This system is to be constructed and located in accordance with the enclosed approved plans and with the "Mound Component Manual for Private Onsite Wastewater Systems VERSION 2.0" SBD- 10691 -P (N.01 101) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems VERSION 2.0" SBD - 10706 -P (N.01 101). • Per manual cited above, limited activities are allowed in the area 15 feet down slope of the component area. Soil compaction, excavation, vehicular traffic and other similar activities that impact the treatment and dispersal are prohibited. Condit • The well must be a minimum of 25 feet from any POWTS tank, and a minimum of 50 feet from the absorption M. area. chs. NR 811 & 812c APri DEFARTMF4T1 • A Sanitary Permit must be obtained from the county where this project is located in accordance with the OF 'F.Ri requirements of Sec. 145.135 and 145.19, Wis. Stats. SEE CORt E; • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the w' visions of Sec. 145.20 2 d Wis. Stat county official in accordance with the provisions designated ty p O( ) • Comm 83.22(7) A copy of the approved plans, specifications and this letter shall be on -site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. SHAUN R BIRD Page 2 8/26/03 Owner Responsibilities: • Comm 83.52 Responsibilities. The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. Comm 83.54(1). • Comm 83.52(2) A POWTS that is not maintained in accordance with the approved management plan or as required under s. Comm 83.54(4) shall be considered a human health hazard. • Comm 83.55 The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/installation /operation. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 Charles L Bratz POWTS Reviewer II, Integrated Services WiS T code:.7633' (608)789-7893, 7:45 am - 4:30 pm Monday - Friday cbratz@commerce.state.wi.us cc: Leroy G Jansky, Wastewater Specialist, (715) 726 -2544 � J PLAN Pa 9e�of . _ POWTS OWNER'S MANUAL & MANAG SPECIFICATIONS SYSTEM FILE INFORMATION Septic Tank CapasitY � - 4 al ❑ � ? ❑ NA Owner :>� Septic Tank Manufacturer C Permit #. b Effluent Filter Manufacturer` ' ❑► DESIGN PARAMETERS NA Effluent Filter Model /7r� ❑ NA Number of Bedrooms pump Tank Capacity �-, , J ai ❑ r � Number of Commercial Units NA al/da p Tank Manufacturer Estimated flow (average) ��% aVd ❑ NA Pump Manufacturer Design flow (Peak), (Estimated x 1.5) cJ ❑ NA � U aUda /ftz Pump Model �✓ f � Soil Application Rath Pretreatment UnitA Monthly average' ❑ Sand/Gravel Filter ❑ Peat Filter influent/Effluent Quality Fats,. Oil & Grease ( FOG) 530 mg/L [3 Mechanical Aeration ❑Wetland Biochemical Oxygen Demand (BOD SZ20 mg/L ❑ Disinfection ❑ Other. Total Suspe S 5150 m /L ended Solids (T SS) Manufacturer Pretreated Effluent Quality NA Monthly average" Dispersal Cells) ❑ In -ground (pressurized) S30 mg/L [I In-ground Or avrhr) �ound Biochemical Oxygen Oemand ( BODS ) 530 mg[L ❑ At -grade (TSS) ❑Other. Total Suspended Solids (geometri mean) 510 cfu /100mI [3 Dri ine Fecal Colifomt (g . Values typical for domestic (noncommercial) w astewater and Y in diameter s eptic tank effluent Maximum Effluent Particle Size Values typical for pretreated wastewater_ .. MAINTENANCE SCHEDULE Service Frequency Service Event °� ❑months earls) Maximum 3 yrs. Inspect condition of tanks) At least once every J y of tank volume k 'Y When combined sludge and scum equals one - ear(? a (Maximum 3 yrs.) Pump out contents of tank(s) ❑ months At least once every t.,a . Inspect dispersal cell(s) ❑ months ear(s) At least once every ❑ NA Clean effluent filter A At least once every ❑months earls) Inspect pump, pump controls & alarm At least once every -� ❑ months � ar(s) ❑ NA Flush laterals and pressure test ❑ months ❑ year(s) ❑ NA At least once every ❑ months ❑ year(s) ❑ NA At least once every Other. MAINTENANCE INSTRUCTIONS n e of the following licenses or Inspections of tanks and dispersal sells shall be made by an individual carryi on ctor, POWTS Maintainer, Septage POWTS Inspector missing or broken eerttfications: Master Plumber, Ma s ns must includes a visual Inspection of the tan k(s) to identify any g back up Servicing operator. Tank inspect to check the effluent levels hardware, identify any cracks or leaks, rn oe u The dispersal cell(s) shall�belvisually respected d to cif ran ndin a effluent the ground surface. The ponding of effluent on the or ponding of effluent on the ground surfs in the observation pipes and to check for any Po the local re gulatory authority indicate a failing condition and requires the immediate notification o more Of the tank volume, th g round surfa may eq uals one -third (X), ct,_ NR When the combined accumulation of sludge and Scum g any tank e Servicing Operator and disposed of in accordance vAt entire contents of the tank shall be removed by a Septag 113, Wisconsin Administrative Code. retreat ment components, and any The servicing of effluent filters, mechanica Is r of 12 mo the orless sco mp o nents. t b performed by a certified POWTS Maintainer_ a other maintenance or monitoring reg ulator y authority within 10 days of completion of any service event. A Service report shall be provided to the local reg rY ce of painting products or other START UP AND OPERATION ) for the presenc h concentrations are For new construction, prior to use of the POWTS and tr age the dispers al cell( g chemicals that may impede the treatment ern by a sept servicing operator prior to use_ detected have the contents of the tank(s) Page � of Sys start up shall not o=r.When soil conditions are frozen at the infiltrative surface( IS restored the excess During power outages pump tanks fill above normal highwater levels. When po wastewater will be discttar�ged to the a di spersal ispersal ce11(s) in one large dose, overloading the cell(s) and may result in the t To avoid this situation have the contents of the pump tank removed by a backup or surface discha of effl prior.W & eft restoring po wer to the effluent pump or contact a Plumber or POWTS Maintainer to Septage Servicing Operafio+ assist in manually operating the pump con trols tank. to restore normal levels within the pump tan I cells. Do not drive or area.over, or otherwise disturb or compact, Do not drive or park vehicles over tanks and dispersa the area within 15 feet down slope of any mound or at-gra de soil absorption Reduction or- elimination of the following from the wastewater stream may improve the performance and prolong the life of the POWTS: antiblotics; baby wipes; cigarette butts; condoms; cotton swabs; degreasers; dental floss; diapers; disinfectants: fat; foundation draln (sump PUMP) water, fruit and vegetable peelings; gasoline; grease; herbicides; meat scraps; medications; oil; painting products; pesticides; sanitary napkins; tampons; and water softener brine. ABANDONMMENT rmanentl taken out of service the following steps shall the taken to Insure that the When the pOWTS fails and/or is pe Y system is properly and safely abandoned in compliance with com h_ Cm 83.33, Wisconsin openings sealed. We Code: • All piping to tanks and pits shall be disconnected and the abandoned pipe ope 9 The contents of all tanks and pits shall be removed and property 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 betaken, to provide a e compliant replacement system: O A suitable replacement area e e v a l shou d be protected f rom disturbance and compaction and should not absorption system. The rep sect stn,cture, lot lines and wells. Failure to be infringed upon by required setbacks from existing and propo protect the replacement area wi re stems must comply with the site effect at thatttime�blish a suitable VVT replacement area. Replacement sy stems O A suitable replacement area is not ed as a last resort to replace the available pO so limitations. failed POWrSng advances in PO technology a holding tank may be i n failure of the POWTS a soil and replacement area. The site has not been evaluated to identify a suitable rep i f n site evaluation must be performed to locate a suitable replacement area. if no replacement area is available a /__`e olding tank may be installed as a last resort to replace the failed POWTS• ound and at -grade soil absorption systems may be reconstructed in place following , s l off the bio at a t infiltrative surface. Reconstructions of such systems must comply «WARNING» SEPTIC, PUMP AND OTHER TREATMENT TANKS M TANK UNDER ANY C RC M DEATH MAY OXY GEN. DO NOT ENTER A SEPTIC, PUMP OR OTHER RESULT. RESCUE OF A PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE. ADDITIONAL COMMENTS POWTS MAINTAINER POWTS INSTALLER Name Name cc- ��,j�/ �'� _� Phone Phone �1,; —� -� SERVICING OPERATOR PUMPER LOCAL REGULATORY AUTHORITY SEPTAGE S Agency .--� Name /Q�2 Phone '/✓ ' 3' Phone document meets stairs of the Green take, Marquette and Waushara County Zoning and Sanitation agertt9es. This do ment does not the This document was dratted by yY�consin Administmem Code. Use of this docu the minimum requirements of ch. Comm 83.22(2)(b)(1)(d)&(f) and 83-54(l),(2) & (3). GIV►N ( 2101) guarantee the performance of the POWTS. Maintenance and Contingency Plan for a Mound System Maintenance Plan 1. Septic Tank is to be pumped once every 3 years. 2. Dose Chamber is to be pumped at the same time as the septic tank. 3. Effluent filter is to be cleaned once a year. Please note: a larger filter is being installed in order to extend the maintenance interval of the filter. 4. Once every 3 years the mound is to be inspected via the inspections pipes in the at- grade. The laterals are to be inspected via the cleanouts. 5. Owner agrees to limit greases, garbage, and water conditioner discharge into the system. 6. Pump and electrical components are to be checked at the time of the pumping. 7. Owner agrees to leave the area 15' below mound undisturbed. 8. The owner agrees to save this plan. 9. Trees, shrubs, and other similiar vegitation are not be planted on system. The system is not be driven over. 10. Effluent Quality is not to excede the requirements found in Comm. 83 Contingency Plan 1. Pump alarm goes off, call pumper and pump out dose chamber and septic tank if needed, then bypass pump float and try pump with out float. If this works, float is bad, replace float. If pump still does not work, check power at the pump with a electrical device such as a hair dryer. If no power, check breaker inside house and call a electrician. If there is power, then pump is bad and needs to be replaced by a plumber. 2. If mound fails, determine cause of failure, test another area or remove pipe and sewer rock, retill soil, install new mound system. 3. Replace any other failing components as needed. Important Phone Numbers Plumber: Shaun Bird 715- 246 -4516 Pumper: Tom Mondor 715 - 246 -5148 St.Croix County Zoning 715 - 386 -4680 RECEIVED AUG - 8 2003 I hover Page SAFE7Y& BLD GS DIV. Shaun Bird Bird Plumbing Inc. 1008 192nd Ave New Richmond Wi 54017 715- 246 -4516 I Date: 8/6/03 Owner:Sou Thao Location: NE1 /4 NE1 /4 S 16 T29 N,R 16W Springfield Hwy 128 System type: Mound System Manuals Used: Mound Component Manual version 2.0 (01/31) Pressure Distribution Manual version 2.0 (01/31) Page# 1. Cover Page 2. Mound Plot Plan 3. Mound Cross Section 4. Pipe Cross Section /Pipe Layout 5. Pump Chamber Cross Section 6. Pump Curve 7 -9. Maintance and Contigency plan 10 -12 Soil test °n ay Signature pc,VD License numb 26900 M MERCE �AN ILQINGS PONDFN PLOT PLAN PROTECT Sou Thao ADDRESS 432 E. Nevada Ave St. Paul Mn 55110 NE 1/4 NE 1/4S 16 /T 29 N/R 2,6; w TOWN Springfield COUNTY ST. CROIX MPRS Shaun Bird 226900 DATE 8 BEDROOM 4 CONVENTIONAL AT -GRADE CONVENTIONAL LIFT HOLDING TANK MOUND XXX SEPTIC TANK SIZE 1255 gallons LIFT TANK SIZE DOSE TANK SIZE 765 HOLDING TANK SIZE LOAD RATE 1.0 ABSORPTION AREA 600 # of chambers none IL BENCHMARK V.R.P. Top of 2" pipe ASSUME ELEVATION 100' Filter Zabel A -100 ❑ BOREHOLE O WELL "H. R. P. Same as Benchmark SYSTEM ELEVATION 101.5' 1.7' Sand Lift 1000 PV4 - 5 L&rz- 1320' Property Line Scale = 1/4 = 10' Well is to meet all Pro 4 setbacks found in Bedroom Comm. 83 House '~ Huffcutt Combo Tank CD x Grading is to be done to divert run -off away from Alt. B.M. system 455' KB. M. ' Tank is to be B-1 properly bedded B-3 and provided with lockdown covers with approved warning labels 8% Slope 100' 99.8' 99° B -2 Area 15' below 98 system is to remain undisturbed v • No Designer , Date . Non -Woven Filter Fabric 4" Observation Pipe Perforated ,Distribulion. Pipe Below Filter Fabric ASTM C -33 S a n Topsoil % Slope fled Of t�— 2 % Force Main \Flowed From Pump Layer Drain Rock D om ' : - •� � E Cr C55 Section Of A Mound S ste Usin F A Bed For The Absorption Area G A Ft. h ' Ft - I F t . . Ghee Ft. L Ft. W 6 Ft. L 4'Observation Pipe --, _ K ° A �� - - - - -- 1 Force Main 0 ------ - - - - -- -------- - - - - -- From Pump w ------ - - - - -- 3 i� 0 Distribution Bed 0� Pipe Drain Roch I 4Observation Pipe '- .-,Cca Permanent Marker l y' t'�,�� d Pi pe or Rods Pion View Of Mound Using A Bed For The Absorption Area PAGE_, OF Perforo'ed PiPe Oet" 0 1 1 End Vie. (Peeforatta Pvc P,Pe Holes totateo Q++ Bottom. A Are ERuatfp Spored jr + y y+t y D PVC Force Main FERST tloLL T11EKT TO ConntC }'o> I' PVC Mcnitpld Piet SF Q Qistr +aua Pipe I t Distribution Pipe Layout F Ft. R R. b �!'� nom/ (rtti•r X ° I nches ' Inches Signed: Hole Diameter ` / Inch Lateral _ ' Inch(es) License Number: manifold " c Inches Date: Force Main _ Inches # of holes /pipe Invert Flevdtion of Laterals Z?c;.OFt. IF ICATIONS -� R CROSS SE�T.ON A� D SPEC. - � t,AM B£ SEPTIC TAN . UMP C Gi VENT FIFE 1 MIN. ABOVE GRADE wEATH£R °RAF Ju NCT F APPROVED MANHOLE COVER > 25t FROM D44R,'z'PI OR WITH CONDUIT W1 PADLOCK E FRESH AIR INTAKE WARNING LNBEL FINISHED GRADE —„_ 4_= MTN. G ari•'►- 2Yr N C.Z. pt3ctiw =o t$ PASO. S T N LET i GAS WATER 'TIGHT SSALS �- TIGHT' _ { jAPPWVED A Skis JOINTS WITH 1 F I LT ILfC —� �_ �AL.M gppROY£i? PIPE & _ ' JON 3' OKFO APPROVED —{ — I SOLID SOIL s c t OFF 3 � 014TO SC)LID � .. .. — SOIL PUMP OFF ELEN - } D 1 t r BEDDING tTND'rR 'TANK i= PPRtiY ..D / COi�ICg£ TE PAD 3 AP PR r/ / it /rL�L �l r�h� Sp='CIF ICATI ONS FER DAY- SEPTIC / DOSE 2IU2'iBEIt DOSES TANK MANUFACTURER: DOSE VoLumr- rNCLuf),: � % �� ' GAL - CAL - F- LOWBAC X : TANK SIZES- SEPTIC � 3 � GAL,- A. _ �. O- j GAL. DOSE - A � INCHES _,�� ---- CAPACITIES .3 GAL. gALARM MANUFACTURER: B = _Z INCHES = MDDEL NUMBER = � � 3 GAL, SWITCH TYPE: �' C = _7 INCH ES _ ---- PUMP jjp6 UrACTURER : D = INCHES i. -" MODEL NUMBER : ,, — LjiR 16.23 WAC SWITCH TYPE. e l pump � ALARM WIF.1W. AS PER FEET REQUIRED D IgCMRR�,E PAT PZz''£ - . FEET ?SP 0;:F AND I?iSTPI8i1Ti� - � FEET Pty v _ gR'FICAL DIFFERENCE $ PRESSURE f - ,FRiCTIQI FACTOR - FEET + MINIr4UM N£TwORK S P � 3 FT/10 FT- r T' AMIC uEAD .01 TOTAL .fir PUMP rH DIAMETER t4AL DIME ?ISIONS : LIQUID LATER �-- ---_`' G A": L i.xCENSF- hti?i$ $ = TOTAL DYNAMIC HEAD /CAPACITY PER MINUTE HEAD CAPACITY CURVE EFFLUENT AND DEWATERING MODEL 152/153 MODEL 152 153 W� 50 Feet I Meters I, Cal , Liters Col. Liters 5 1 69 26i 77 291 153 10 3.1 61 � 231 70 265 12 40 152 Ir 15 4.6 53 1 201 61 231 o 20 .I 6.1 44 157 52 197 = 30 25 7.6 34 ' 129 I 42 159 V z 8 30 9 "t 23 87 33 t25 0 35 1 10.7 I -- ' - -- 22 85 20 — — 40 12.2 ' 11 4Z o m) L ock '•1 -e 138. Ft. (i 1.6 1 44.0 F t. (13 + I 4 °595W 10 0 0 20 60 80 100 GALLONS �— 6 1/4 LITERS 240 320 3 27/32 I c 5 ► I 160 I p 80 � __ FLOW PER MINUTE I ® 1� L I 3 27/32 CONSULT FACTORY FOR SPECIAL APPLICATIONS -- C 3 27/32 • Timed dosing panels available. - i • ailable and supplied with Electrical alternators, for duplex systems, are av an alarm. i • Variable level control switches are available for controlling single phase systems. • Double piggyback variable level float switches are available for variable level long and short cycle controls. • Sealed Qwik -Box available for outdoor installations. See FM1420. • Over 130 °F. (54 °C.) special quotation required. I l 1521153 Series i2 1 / 8 1521153 MODELS control selection 5 /8 Model Yotts Mode Am s Sim lex Dupl N152 115 1 Non 8.5 1 2 or 3 _L sK2066 BN152 115 1 Auto 8.5 Included 2 or 3 1 E152 230 1 Non 4.3 1 2 or BE152 230 1 Auto 4.3 Included 2 or 3 Nt53 115 1 Non 10.5 1 2or3 SELECTION GUIDE BN153 115 1 Auto 10.5 Included 2 or 3 E153 230 1 Non 5 "3 1 2 or 3 1. Single piggyback variable level float switch or double piggyback variable level float BE153 230 1 Auto 5.3 Included 2 or 3 switch. Refer to FM0477. o CAUTION 2. See FM0712 for correct model of Electrical Alternator E -Pak. g should be done by a qualified 3. Variable level control switch 10 -0225 used as a control activator, specify duplex (3) All installation of controls, protection devices and wirin licensed electrician. All electrical and safety codes should be followed including the most or (4) float system. recent National Electric Code (NEC) and the Occupational Safety and Health Act (OSHA). RESERVE POWERED DESIGN For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. kWL TO: R0. BOX 16347 Louisville, KY 40256 -0347 Manuhacturersof.. . sH/P T0: 3649 Cane Run Road Z QlLdUTYPUMPS S NCE sv Louisville, KY 40211 -1961 (502) T78 273 02) 774 0) 928 -PUMP FAX (5 M 02) 774 -3624 httpylwww.zoell er. c om n r`nn.,rinht 2000 Zoeller Co. All rights reserved. 7 Wisconsin Department of Commerce SOIl`,`E"LUATION REPORT Page of Division of Safety and Buildings in rdance wittlComm 85, WiS: Adm. Code **,C,,a`� �. County J C r o t Attach complete site plan on paper not I satf►en 8 1/ in size. Plan must ' include, but not limited to: vertical and tat refe =�M), direction and Parcel I.D. U percent slope, scale or dimensions, no tt avow, and location and distance to nearest road. D 3 7 Y03 L O Please prr t`a I inf�iEi cc n � t , j �,�2 levee y _ Date t /� Personal information you provide maybe u djoKsecondarypurp� ivacy Laws. 1 '.04 (1) (m)). S v PropertyOwn t '1 �i'j✓��7,�9NtN OFFICE Property Location govt. Lot NF 1/4 Ali /4 S Tp2 N R E (o Property Owners Mailing A dress ' / Lot # Block # Subd. Name or CS ` City State Z' ode Phone Number []City []MIlage Tow Nearest Road New Construction UseResidential /Number of bedrooms _ Code derived design flow rate �Sd GPD Replacement Public or co e i - Describe: L '' 4 �7 Parent material � Flood Plain elevation if applicable _ ' ft. General comments / � 70 , and recommendations: �1�� / �� a Boring# Boring rvf pit Ground surf ace etev. — i �J ft. Depth to limiting factor / in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fP in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 I 'Eff#2 -17 / 3 r� /S' L�1��i� ✓y S� � � ✓� /� �a�d� � G m-� - � ids , O ®Boring # Boring ' i Pit Ground surface ele4. 9 z ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 0 mg /L ' Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L CST a (Please Print) S' ature T CdLG/�� Address Date Evaluation Conducted Telephone Number I r Property Owner Parcel ID # _ _ Page - - of Boring # Boring OW Pit Ground surface elev. – f'-� L ft. Depth to limiting factor in. Soil lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Ef1#1 'Eff#2 W- F-1 Boring # Cl Boring Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 `Eff#2 El Boring # 1:1 Boring Pit Ground surface elev. ft. Depth to limiting factor in. Soil lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 Effluent #1 = BOD > 30 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608 - 266 -3151 or TTY 608 - 264 -8777. SBD- 8330Test (R.07 /00) III Property Owner Parcel ID # Page 2 of - F� Boring #� Boring pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 F] Boring # 4_I Boring pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDAf in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 ❑ Boring # © Boring Ground surface elev. ft. Depth to limiting factor in. Pit Sod igtion Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDAf in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 I 'Eff#2 Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD, < 30 mg/L and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608 - 266 -3151 or TTY 608 - 264 -8777. SBD- 8330TW (8.07/00) 3�3 Soil Test Plot Plan Project Name Leon Ringstad Sha Bird Address 2835 County Rd E Glenwood City Wi 54013 TM #226900 Lot Subdivision ------- Date 7/21/01 NE 1/4 NE 1/4S 1 6 T 29 N /13 W Township Springfield Boring Q Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Top of 2" Pipe System Elevation 10 1.5 *HRP as Benchmark Alt. BM Top of 2" Pipe @ 100.0' 1000' 1320' Property Line 100' 455 Alt. .M. 10' B -3 60' B -1 00 N ai 3 8% 100' Slope B -2 99' 98' Tested Area may not be suitable for desired building location, test was done to sastify zoning requirement ST CROIX COUNTY SEPTIC 'TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM owner/Buyer �� 1A 41 c Mailing Address Property Address (Verification required from Planning Department for new construction) City /State Parcel Identifica ion Number 341`1 ,4 3(a - /0 - ,0, D oT 3 = p 3 A0 3 (o /0 - 3� LEGAL DESCRIPTION CA 1111 Property Location %�, 1 / <, SecAL NY , Town of Subdivision Lot # Certified Survey Map # , Volume , Page # Warranty Deed ## CO , Volume 2 ls8 . Page # Spec house ❑ yes�no Lot lines identifiable )<yes ❑ no SYSTEM MAINTENANCE Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system_ The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a master plumber, journeymanplumber, restrictedplumber or a licensed pumper verifying that (1) the on -site wastewaterdisposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. Uwe, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30 days of the three year expiration date. 9 SIGNATURE OF APPLICANT DATE OWNER CERTIFICATION I (we) certify that all statements on this form are true to the best of my (our knowledge. I (we) am (are) the owner(s) of the property described above , by virtue of a warranty deed recorded in Register of Deeds Office. SIGNATURE OF APPLICANT DATE Any information that is mis- represented may result in the sanitary permit being revoked by the Zoning Department. * * * * ** ** Include with this application: a stamped warranty deed from the Register of Deeds office a copy of the certified survey map if reference is made in the warranty deed 1 2 15 �= 5 0 6 71 706 STATE BAR OF WISCONSIN FORM 1 - 2000 KATHLEEN H. WALSH WARRANTY DEED REGISTER OF DEEDS Document Number ST. CROIX CO., WI This Deed, made between Villman Farms, Inc. RECEIVED FOR RECORD 02/28/2003 02:00PM Grantor, EXEMPT # and Valerie G� ' Q (r4, 3D LL V 1u REC FEE: 11.00 TRANS FEE: 309.90 COPY FEE: Grantee. CERT COPY FEE: Grantor, for a valuable consideration, conveys to Grantee the following PAGES: 1 described real estate in St. Croix County, State of r Wisconsin (the "Property ") (if more space is needed, please attach addendum): Lots 2 and 3 of Certified Survey Map recorded in Volume 16 on page 4 as Document No. 684430 being ; of the Northeast Quarter of the Northeast Recording Area Quarter (NE of NE and the Northwest Quarter of Name and Return Address the Northeast Quarto o , Section 16, Title One Premier Group, Inc. Townshi 29 North, Range 15 West, own of 706 19th Street South Springfield Hudson, Wisconsin 54016 part of 034 - 1036 -10 -10 part of 034 - 1036 -40 -00 Parcel Identification Number (PIN) Together with all appurtenant rights, title and interests. This is not homestead property. (is) (is not) Grantor warrants that the title to the Property is good, indefeasible in fee simple and free and clear of encumbrances except Roadways, Easements, and Restrictions of Record. Dated this 22nd day of July 2002 * * Rin stad * *June Rin stad AUTHENTICATION a V< < I M C GME ,��►� PVB�� STATE OF WISCONSIN ) Signature(s) C' ) ss. St. Croix County. ) authenticated this day of Personally came before me this 22nd day of � p y July , 2002 the above named ?� Leon Rincstad and TITLE: MEMBER STATE BAR OF WISCONS . pF Wk �.,, -, Jun ' tad (If not, to me known to be the person 4 ho executed authorized by §706.06, Wis. Stats.) the fo ing ' d acknowledged the same. THIS INSTRUMENT WAS DRAFTED BY Palm Michael H. Forecki, Attorney No ry ublic, State of Wisconsin Eau Claire, Wisconsin My Commission is permanent. (If not, state expiration date: ( Signatures may be authenticated or ackn2)! ed. Both are not necessary.) December 12 2004 . *Names of persons signing in any capacity must be typed or printed below their signature. WARRANTY DEED STATE BAR OF WISCONSIN FORM No. 1 -2000 ttorney Michael H Forecki 1830 Brackett Ave, Eau Claire WI 547014627 Phone: (715) 835 -3029 Fax: (715) 8354112 Michael H. Forecki T4688370.ZFX Produced with Zipforml by RE FormsNet, LLC 18025 Fifteen Mile Road, cGraon Township, Michigan 48035, (am) 383 -9805 664430 VOL 16 P AGE 4336 KATHLEEN H. WALSH REGISTER OF DEEDS ST. CROIX CO., NI RECEIVED FOR RECORD 07 -17 -2002 4:30 PH C E R T I F I E D er.,%,.Lr.LLv SURVEY HAP REC SURVEY MAP COPY F FEE; 15 .00 L ATED IN THE N£ 114 OF THE NE 1,14 AND IN THE NW 1,-4 OF THE NE I , 1RAGRUT I ON :16, T29N, I 15W, WN OF SPR I NGF D, ST. CRO I X COUNTY, WI �- PREPARED FOR: D.O.T. APPROVAL 0 55- 128 - 3379 - 2001: LEON RINGSTEAD.• NOTE •' BEARINGS ARE: REFERENCED TO THE EAST LINE OF THE N) 1 i4. (ST. CRO I X COUNTY COORDINA E PAGE 4087 SYSTEM). ................ Qcy= N06.05-23,w 788. 35' r Z 2 REC. AS T w rn w w :n w m WEST LINE OF THE W m LOT 2 ` �� N74 °59'44 "E rn ` 62, 322 SO. F T. ' 105.70 ' .r :n N46° 16' 14'E H 0 3Y-/03&-/0--206 134.40' m g r m � < <p N �! N87 ° 40' 14'E y 282. 17' 2 NOO °00' I1 "E 964.87' 66.00 898.87' g ... MM,ATTtr D • g N86 °13'22 "E :A 66 215.38' G 03Lf ,/03 304 ° 36' 18 "W „4ANQa ^� 2.98' g y 1. m - m LOT 3 NORTH I R ON J.U..I ........ w y 18. 71 ACRES IS 3,14' C. S. A& „VOL.:.••1,0. g m b y 2 .......... rn 815, 066 SO. FT. RE -BAR PAGE 2746 : Z rn y 16.29 AC. EXC. RiW w m a y x '^ AND ACCESS EASEMENT °f CO m K C v N .......................: C 709, 472 SO. FT. o z Ut r m m g 6 ROPOSED ACCESS „(jNPL ATTFD H 11y N �H tm D n g g rn y� 100' HIGHWAY BUILDING SETBACK,L,INE._,,,, v- a 7 ,= y w 66. 00' _ B 1.32.3. 1 N01 ° 05' 31 "W 983. 1 � NO `47'20'W a S00 °47'20'E 983.1 — 128 " SOO(47'?O "E EAST LINE OF THE NF !i4 N00 20 " 2646.2 ST. IXCOUNTY IINPLATTED L / oNng and Pa+fsCommittee LEGEND a �y O SET 1" 0. D. X 24' IRON PIPE 7 Zuu� WE IGHING 1.13LBS PER LI NEAR FOOT. . JAM k • • I' IRON PIPE FOUND. d witnin 30 day$ of" VQ = NO D I REC d}W p:oval all iiJ104 S. T. H. 12 CEPIlull nd vold 'ti i I' •250' PROPOSED D VEWAY A SHOWN, P MI BY MWE AM D. 0. 7. SPECIAL EXCEPTION. JAMES At ^ ^ME9 : t;6*104 0 50 250 500 NELSEN- WEBEil AND SURVEYING 2000097 THIS INSTRUMENT DRAFTED BY JIM WEBER SHEET I OF 3 DATED Vol. 16 Page 4336 r SPRINGFIELD PLAT T -29 -N • R -15 -W , (Landowners) ' GLENWOOD PAGE 56 See Page 112 For Additional Names. 27 2800 ZIB 2900 3000 3100_ 3200 3300 ian & 20 = °hnlry �'1 Steven rrla 3 CLi $ g : nn Aa Mona I tl, 8 m Q y�"'- . k uber �; ; Mid ' &Donna do �, ztl3$ "y S 3 ~ 29 102« Dold Haines °°°d"` xm I &Mary D 16m ° &Amr &wn mn o D­ 1 H�Fa uwr 20 M Oak '� ao 40 rae.v w >40 160 9 R Eric & Julie & Judith C M 60 y P a e a x �1r 25 ^ Seim 40 80� nm & Donna c QMichael c +ea _ w m ,. U& Gloria Ger Pj B 92 .,, Thomas Allan & Rott Gardner I& Ma ayne as i'" Cy"thv 128 159 "Y 3n 202 laude S 160 3a 9 g Otto B 12 Rra o te r v a Cr -- -24 �- — x��ol H , a r 110th AVE avid Robert & Sonic ma so >, Ryan I � o t Richard 37 °'° Crockett F q ig 80 77 9Q 4 1 X20 I L+ rn ¢ Troy & Glenn p " ROC & N D &f o B — & Donald & laurel Sheila Margaret 6 r� H Rich r= N Dianne Johnson Mcr_ Forrest Ratlui Malcdn in Leroy &Don S r" arris 40 120 75 tl V 40 Seim Haines N b 80 37 Tour Yang F 40 R Goo."d N 240 111 . ° 3 $ `Wayne A 'L 3^ tl .� M� &Diew�f 999 j .x 3 o B a " &Pamela tl � c � S Paul & 1 hn & Harold u �'et'' o S� `o an- - LE B C 1h p Jane Pa ew & t aitb ° mela &Betty at 7 ? 3 L n eme— � „ Jarvis Brandt GP V ovich w Fir tl 40 48 ^ 40 40 V 40 gq�p E err& err& i e va Fae velyn H � Stene pp W ■tua mu -" tCar Lewis 37 0 40 35 a N �B 40 ones 40 4o h 67 'sen 39 q N & Susaon '~ Edward & p c a Der ; Berry Z w ,,, r it 3 5� nh & GesslerJr Wo3llack ie w&SZ r"as 3 SOehlo e S9 SO 224 H Villman Carts & Ruth Mc eartny && Steven Rebeco ° Shawn & Betty Chong 3 Farms V 160 N us Frye Brandt DB Her 3 Inc 60 S&R 40 120 a $arch 120 Creek` S etal Lyons l� Barry rms m warren James 318 S en g'�ge w, 1 120 on • - & Mary d ro� c & Jose 55 37 f Fern Clo m �i 9 9 a 90th Mahoney '� w ao Frye 4o AVE z Z 74 40 - 90th AVE tl _ 4 o 7 a.7 >: E 40 12 _ « rich & Robert _ Z Chad. Charles James Thom- Bruce Twelu & Rarrn � ~c Dal9 Dal? Mahoney M Peterson Yat1g FJcher / J ' ,, & NCO° NF Mahe I 120 � qo 79 39 v4 � �� Smith 21 a H r><n 39 nes 40 O �+ and & �y Jack & &D Thomas / 0 arr LLP < e & usan u o q'" &Nancy Oeh Betty & zs Wuann Adam & ` co 'sb ` 120 Rai 40 3 Zia Bloom & so AVE 1d0� Foe" 3v"ie°° Qu 4 Marshall Fs e 1 S-Rh o at 19 fa— o wcra MR 20 119 Barry KB��lt�d 5 Brmkow Rickard 40 , c'mcm hnson etal David & Lesley &Mary Hardwood U to C m 20 i t & ° 8 " 1pG - 8 Fortune Ronal 120 (arson 60 Mahoney so �.a u E 9 Mich `tzo Lindahl f 8 r ° a Hud, Debban Lee Leona M & ` ` Bob a Meech 8^ 159 �+ r� to & '�` 9 L&or� 159 McGee C arY a�mss Heath w oC & tA+llBam .. �` 1 v w —a 0 .� by 40 R dy F 80— un'Y n �_ 80 80th WE (` g Mellon 97 Th William m omas N 80th AVE c s u S &Jw C `O y IMa`lG°` Hoppe comae n u �oMeara 2 B • r eg� "40 Rost L Mandehr N Jahn& Charle tdm Ronnie �' °R- alias ar `a 38 F z9 tl 40 60 c G tl - 8 3 40 80 40 >: f s 40 2 60 9 Leroy ulianne & - Smith u 9 DOOab C° 0 a vIM-1. na nmothr u $ Seim J I & J„Be CFF" Finder ? 3' "� �C�ao 189 FLenettr ,^ao NCo lement AV m aom t93;I W �s °S 80 I> 109 r� a < 127 12 m 2 Leroy 26 gT Gerald 9 ° c tfarson D ouglas w, w tn� Damv- c p Johnson I c 40 n Da vis I C °� E so<>o«ss 40 / N 78 2 n a p Q tl� -- 38 vis 7 P- = �2 ~ $ 3 G Jv 2 5 �' RR u - SnYdtt AVE ON 4 YA. °� Wl 3 21 R O Z+dZ cl� " eM et 36 o eimke sesl�s 40 361 g n Reuben Donald r o Mabel Larry & 1° GeWd & �O A H n M NN 0o Thompson Eleanor 20 i 5— p 1, f y� [ ettur ! 78 Trust 207 Mousel w 61 a u etal ,R 40 120 H m ro E 93 Idd� 0 156 -� I Achhrhof Stang ro J s . d1 w < „” 8E Alleene 42 tu.� .0 . I � U t G ° m f 79 75 x w h �' udo h as t � 13 n i C 19 E &Avis David Lee & °' Keith & u & Ma sv.mv Phil. I S Ettland EBef- Mary Frances o Erickso aamr RfF pg � scum N LE son Stenzel t Kromrey ,� C u i'un K 5 m 50 74 p 12 8 tl £ C w s o o = s 168 e t � s ° James & 9 C wasu Mark All a H N & Ham Ann .k �' Y1 N PG rl a 1-+ Debora o a {a Volz I Grady N 7 n F� wi ° m O J• Phfti 9 Z .� H aO bah 3v ' 45 i 39 t amni J 4 r�f_^wgrd 3x�ty my 90 7 40 _ ffi 80th AVE CADY PAGE 24 S0'' oodville TAUCii=qG W arehousing WILSON, WI and Distributing, LLC Dry Vans - Reefers - Augers - Hoppers - Brokerage Dry, Refrigerated, Frozen Phone: (715) 698 -2442 and Cross Docking Fax: (715) 698 -2962 107 Hagen Drive - Woodville, WI 54028 Toll Free: 1- 800 - 219 -6926 Phone: (715) 698 -2712 - Fax: (715) 698- 5