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HomeMy WebLinkAbout016-1073-50-025 ~ ~ I ~C o ° ' ° OM ry p ~ I ~ 4 o o ~ I, ~ ~ m ~ I o ° a°i oa I ~ ~ -a a~°i ~ 't? 0 Na~rn~ 3 ~ m; ° o I ~ v , L C 4= U C C O' ~ ~ C O-Y N ~ CS 7LL~ Np ~ 'Zt ~ N NO 5° N O.I- O > V O ~ ~ ~= O t' ~ 'O j ~ f0 Z Q ~v•~ a p ~ ~ ~ I 3 LL /6 N C ~ ~ U O ~ C I j O :.. ~ p,,7 ~ ~ ~ 7 D ° N I ~ Q ooc aU ~a ~ ~ ~' I ?~ ~ Z ~ I ~ z = ° I ~ v o ., £ z ~ 0 ~ a m I I M H Z N o Z ',' .n I w ~ r ~ N ~ f" ! fA ~ I N ~ O d /~ ~'~J ~ O W ~ I •~V ~ N p ~ I O O ~ Z Z I N __ Y M .. 6f O ~ ~ Y I ~ ~ _ d d ~ _ I ~ ~ N d ~ N N I y~ ~ ~ o D O d w t/~ ~n to a o ~ o I V/~J ~ n. ~ ~ o • ~ 3aaa °' N a I ~ o l ~ o o a`~i I UJ J U a~ o o c ~ ~ y v p I j O N O O it ~ N ~ L `_ O ~ v m O < - a I ~ r i• M ~ ¢ ~ ~ ` ~ •~ 'a ? ~ Q Z to co I ~ o ~ R N ai ~ ~ ~"~ O ~ C p 3 O ~ ~ M y C ~ O A O ~ m O F-- O ~ N c06 O N N U Q- O N ~ M~ O C 7 ~ I C N O ~ d n in I q `- ° c ~ c d~ c m I • ~' o M C7 a v o Z ~' a Y ~ tip N I . ~ ~ ~ =~ I U ~ +,~'~,~ ~ ma I ~ a ~ I rr~~ ~1 ~ A ~ L ~ U a~ C ~ O~ U ~ Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM Safety and Building Division ' INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. 'ermit Holder's Name: City Village X Township Peterson, Bar Glenwood Townshi :ST BM Elev: Insp. BM Elev: BM Description: _ t'ANK INFORMATION TYPE MANUFACTURER CAPACITY Septic ~ 5~ Z~ Dosing ~ 4 Aeration Holding TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Septic y ~ ~ ~ ~._ Dosing ~ Aeration Holdin PUMP/SIPHON INFORMATION Manufacturer Demand ~C_(„~~t'L_ GPM Model Number ~r( ~, TDH L'~ Fri ~on~ ~ System T ~FJ ,~,,,., Ft ~~ (~ ~~ Forcemain Length , Dia. , , ~ Dist. to well ,_ / SOIL ABSORPTION SYSTEM ELEVATION DATA County: St. Croix Sanitary Permit No: 430596 0 State Plan ID No: Parcel Tax No: O --f~ 016-1073 Sectionlrown/Range/Map No: 34.30.15.511 B ~~ STATION BS HI FS ELEV. Benchmark ~ ~ i AI~~ I-~dG~ I'3 S O I ` ~ Bldg. Sewer _~ ~ ~ ~ ~ Z ~ • SUHt Inlet (.. 4 o S',gp ~ SUHt Outlet Dt Inlet Dt Bottom t2 t ., 9 2 •~ g Header/Man. ~ y.o~~ jU/• /?y Dist. Pipe ~}.o~ iv ~_ f3 Bot. System w ~~ cfi~+ ~-(. c, 4 ybti '- K+ . 5 f Final Grade St Cover BED/TRENCH Width Length No. Of Trenches PIT DIMENSIONS No. Of P s I +de ia. DIMENSIONS ~ • ~ ~ ~ ( SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHIN nufacturer. INFORMATION CHAMBER O Type Of System: ~.-.-r e. -.-~.....-. ~ -e ~~1 t ,,,,_~i~ '?rG ~j UN Mode DISTRIBUTION SYSTEM HeaderlManifold r 3 ~ Length Dial Distribution Pipe(s) ~ r/ ~ Length ~ ~ Dia i I Z Spacinca ~ x Hole Size r +' /8 x Hole Spacing , ~ '~ ( Vent to Air Intake ~ f SOIL COVER x Pressure Systems Onlv xx Mound Or At-Grade Svstems Onlv Depth Over Bed/Trench Center y. ~ ' Depth Over Bed/Trench Edges -L r ~ xx Depth of I Topsoil -~ , ~ xx Seeded/Sodded ~-~ ~ .~, Yes [_] No xx Mulched ~ Yes ! No COMMENTS: (Include code discrepencies, persons present, etc.) Location: 3028 130th Avenue Glenwood City, WI 54013 (NW 1/4 1.) Alt BM Description = 1 c p ~ Zo ...r.o1 c. 2.) Bldg sewer length = F -amount of co er = 3~ -- [~ Plan r~ev~ision Re wired? [~1 Yes f ] No ~ ~~ ~ ~ ~E~ Use other side for additional information. ~_____ _ _~ _._, SBD-6710 (R.3/97) Date =~ c Inspection #1~~,~~ Inspection #2:_~,_/ 23/ o~i^-~~ y-~ u.. C ; T30N R15 Parcel No: 34.30.15.5118 T ' °.~-, ,~____ ~i~~ y~~ Insepctor's Signature ~ ~ Cert. Nq „Q e ~~~`~~Kl~~/ YW Safety and Buildings Division i CountY ~ ~ 201 W. Washington Ave., Y.O. Box 7162 L j ~( ~ ~ seons .n ` Madison, Wl 53707 - 71 62 Sanitazy Permit Number (to be filled in by Co.) ~ > (608)266-3151 ~~~Sf~~ De artment of Commerce Sanitary Permit Application azt LD. Number State Pl personal information you provide Adm. Code In accord with Counn 83 21 Wis ? C J J ~J d , . , . maybe used for secondary purposes Privacy Law, s15.04(I)(m) Project Address (if different than mailing address) L Application Information -Please Print All Information - ., ~ ~e3o Property Ownier's Name l 3 Parcel # - /O t # 1}~1(# ' u~ v~ ,r~3a-r~r' ~e~'sor~ - - ---- Property O a's Mailing Addtrss ~i /~~Q„ ff''-- Prop ty • do ~ ~ ~• ~~ ~ ~~ ~[ ~ ~ ~`~ v ;i, S coon T" ~' City, St ate Z,ip Code Phone Number - > _- ~n(,JCO' ~ ~. .ST ~3 7iS ~S 1 •r ~/ N, R cit~~oN,ne) /~3 (check al] that a l ) e of Buildin l t T y ~/ g pp yp ,.~ ~ ~ d ~ l f B r ' mber Subdi~~isio Name CS Nu ~ _ _ __ _ rooms 1 or 2 Family Dwe ling - Numbc7 o e ! J ~7 ~ ~ i l D ib U ^ P blidC C{ / ~-~- ottunerc a - eser e se _ _ u ~~--yy~~~--- : D - ~jT ~ W t7~ ^State Owned -Describe Use ~ l City_^ V Illage Q'1 ownship of , - r L x- 111. Type of Permit: (Check only one box on line A. Comple a line B if applicable) 'j~12t1((r'LtJ `~" New System ^ Replaeemetit System ^ 1'reatmendHoldin Tank Re lacement Onl g p ' Y ^ Other Modification to Existin S stem g Y B• ^ Permit Renewal ^ Perntit Revision ^ Change of ^ Peruilt Transfer to New last PreV1UUS Permit Number and Date Issued Before Expiration Plumber Owner eck all that a 1 IV. T • of POWT'S S stem: Ch ,~ / ^ Non -Pressurized ht-Ground L7 Mcwnd > 24 in ol'suitable soil ^ Mound < 24 in. ot'suitable soil G At-Gntde ^ Single Yass Sand Filter ^ Constnided Wetland ^ Pressurizal ln-Ground Holding'Cank ^ Peat Filter ^ Aerobic Treatment Unit ^ Recirculating Sand Filter ^ Recirc tilating Synthetic Media Filter ^ Leaching Chamber ^ Drip Line ^ Cnavel-less Pipe ^ (filter (explain) V. Dis rsaU'I'rcatment Area Information: Design Flow (gpd) oil Application Rate(gpdsf) Dispersal Area Required (sf)~Ss~~,S Arca Purpose (sf) System Elevat%on ~t/ t -~~ ~ rt~.so _ ~cx~ o, s ~ o ds c- ~~ ~ ~~ _ _ _ --- Vl.'Lank u Capaci m To ~ umber i • t acturer ~ fab Site Steel Fiber Plastic r„~ ncreta Constructed Glass i/D Gallons Gallons of Units ~ ~ ~ Ncw Existing !/~ / " Tanks Tanks ScpticorHoldingTank ,~ ~ LX~ f Aerobic Treatment Unit Dosing Chamber ~ ~r!- ~„ G? ~ ~~~~ ~ ~•l- / Vll. Responsibility Statement- 1, the undersigned, assume responsibility for Installation of the POW fS shown on the attached plans. Plumber's Name (Print) ~~ire/ Plumber's Signature t~ datY'>•MP1LS Number zz s o 3~ - Busuiess Phone Nuu~ber ~t~Z,~86s ,~z7 r's Address (Street, City, State, Zip Code) lumbe P / ` / /T/ ~~ a t~ f D tr .7 7. ~.~-~ V11L nun /De artment Use O d ^ i Sanituy Permit Fee (includes Groundwater Date ]ssued ~ uing Agent S guature (No p ) Approved sapprove ll Surckwrge Fee) ~ ~ ~.-~ ~O Ja~~ ~~ ^ Owner Given Reason for Denial ' LX. C of A rovaUReasons fur Disa ruval //~~~~ ~~ ~~~ ~,~~ ` J PP 3 GGL f/L`~,5~~ y I ~ YSTEM OWNER: ~ ~ uent 1 er and ~ t~~.SZ ~L vrt' ~~~~-~c~ ~ ~~2~in''t.~' dispersal cell must all be serviced I maintained ~~~ C;~'22e~,~d ~-~'''`~ as per management plan provided by plumber. 2 QQ d ~ ~ . , - ~-d ~~~~, ~ .t 2. All setback requirements must be maintaine ble codelordinances. 3 dl. rrt li ~ , . ca as er app 3• o ` Attach complete plans (to the County only) fortye system on paper not Icss than 81/2 x 11 ' tch s m size ~} ~~iiduQ-e- / ~'QUJ TS ~q~P'~• ~1~ /6 ~l7 = ~o ~F~'/ SBD-6398 (R. 01/03) ~ ~ ~scons~n Department of Commerce Safety and Buildings 4003 N KINNEY COULEE RD LA CROSSE WI 54601-1831 TDD #: (608) 264-8777 www.commerce. state.wi, uslsb www.wisconsin.gov Jim Doyle, Governor Cory L. Nettles, Secretary October 30, 2003 CUST [D No.225036 MICHAEL P MC DONELL A.C.E. SOIL & SITE EVALUATIONS 340 PAULSON LAKE LANE OSCEOLA WI 54020 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 10/30/2005 ATTN.• POWTS Inspector ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 SITE: Barry Peterson 130TH Ave Town of Glenwood St Croix County NEl/4, NW1/4, S34, T30N, R15W FOR: Description: Four Bedroom Mound System Object Type: POWT System Regulated Object ID No.: 928039 ~~~~ ~~ Identification Numbers Transaction ID No. 935510 Site ID No. 667480 Please refer to both identification numbers, above, in all correspondence with the agency. 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.O1/O1) and the SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST_SAS (01/81) CO] ,RPF DEFAR714 N OF SEE COI • 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. • The well must be a minimum of 25 feet from any POWTS tank, and a minimum of 50 feet from the absorption area. chs. NR 811 & 812c • 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.]9, 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. Stat • 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 MICHAEL P MC DONELL Paae 2 10/30/03 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 $3.54(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/instal lation/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, ~~. Charles L Bratz POWTS Reviewer II ,Integrated Services (608)789-7893 , 7:4~ am - 4:30 pm Monday -Friday c bratz@conunerce, s Late. wi. us Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 WiSMART code: 7633 cc: Leroy G Jansky, Wastewater Specialist, (715) 726-2544 James K Thompson , A.C.E. Soil and Site Evaluations . it' MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Residential Application INDEX AND TITLE PAGE Project Name: Bany Peterson 4 bedroom residential mound Owner's Name: Bang Peterson Owner's Address: P.O. Box 343 Glenwood City, WI 54013 Legal Description: NE1/4NW1/4, Sec.34, T.30N., R.15W. Township: Glenwood County: St. Croix Subdivision Name: NA Lot Number: NA Block Number: NA Parcel I.D. Number: 016-1073-50-000 Plan Transaction No.: ~Gt~L1 Y~~ OCT .1 ~ 2003 SAFE~,~ BLDG ~! Y. Page 1 Index and title Page 2 Data entry Page 3 Mound drawings Page 4 Lateral and dose tank Page 5 System maintenance specifications Page 6 Management and contingency plan Page 7 Pump curve and specifications Page 8 Site Plan Page 9 Soi! Evaluation Report ~~~ ~ ~yF COMMERCE ~''~ LC1N S :SPONDEN Designer: Mike McDonell License Number: 225036 Date: 10/15/03 Phone Number: 715-386-8692 Signature:1-~~ Designed Pursuant to the Mound Component Manual for POWTS Version 2.0 SDB-10691-P (N. 01/01), and SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST-SAS (01/81) Version 3.0 (03101/01) Page 1 of 9 OCT-30-2003 02:24 PM A.C.E. Soil & Site E~al 715 248 7764 Mound and Pressure Distribution Component Design Design Worksheet (r or c) R Residential or Commercial Design X100.00 i:stlmated Wastewater Ffow {gpd) 1.60 Peaking Factor (e.q.1,5 = 15096) 800.00 Design Ftow (gpd) a,00 Site Slope (96) 100.00 Contour line Elevation (ft~ 40.00 Depth to Limiting Factor (!n) 0.60 In-situ Soil Application Mate (gpd/tt2) (core) ~ ~ L-+G~ i.l~ ~-S Pr+o)ed: PIoDt: 9snd ifl (D) akulaUora assume s Tatra 59-~14~ M~Itu Boll tresGnent !or howl calfOrrr10/ <= 9e Inohes. D b n Ceil iMomlation 00.0 Dispersal Cell Length Along CaMour (ft) _ lf.00 ti VYdth (ft) 1,00 Dis~rsal Call Design Loading Rate (gpd/ft~ 1 Influent Wastewater Quality (1 or 2} Are the laterals the highest Int in the distribution ~~ Pressure Disrtbutlon Irrfarmation network? Enter Y or N e Center or End Manifold 3.00 Lateral Spacing (ft) If N above, enter the elevation ft 2 Number of laterals of the h~hest point. 0.125 Orifice Diameter (In) (e.p. 0.25) 2.75 t:stimat Orifice Spacing (tt) = 8.33 f't~/orlflce 2.00 Forcemain Diameter (in) 60.00 For+cemaln length (ft) Does the forcemain drain back? ( Y ~ aa.ao Pump Tank Elevation (it) Enter Y ar N 8.50 System Head (ft) x 1.3 12.13 Vertical lift (ft) 1.14 Friction Loss (ft) 19.78 Total Dynamic Head (ft) 9.79 Forcemain Dralnback (gal) 80.24 Sx Void Volume (gal) 100.08 Minimum Dose Volume (gal) 29.88 System Demand (gpm) Lateral Diameter 8elect[on in. dia. o tions choice 0.75 1.00 1. 5 1.5 x x x 3.00 x Treatment Tank lrtformatlan 1200.00 Se c Tank Capacity (gat) Wieser Concrete Manufacturer Dose Tank intormation 800.84 Dose Tank Capacity (gaq 22.24 Dose Tank Volume (gal/in) Wieser Concrete Manufacturer Manifold Diameter Selection in. dia. o ions choice 1 x 1. x x 2.00 3.Q0 f31[ilonsllnch Calculator (optional) 800.ti4 Total Tank Capacity (gal) 36.00 Total Working Liquid Depth (in) 22.24 gaUln (enter result In cell 649) Effluent Filter information Zabel Filter Manufacturer A100 Fitter Model Number Barry Peterson 4 bedroom residerrtlal mound Page 2 of 9 P. 01 Mound Plan View 1_ 1/10 B • • Oiaservation Pipe 'Q . K .,; .ti.,,. .., ..,, .~. ; g` - ----~_- f. ......................................... ~. - 1250.00 (ft2) Basal Area Available 10.00 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 102.29 (ft} -- .rr!/ ~lir.. ~ H .. t !!r. I F :::: ......... 101.00 (ft) L o,Spersai Ceii ateral ....~=' 100.50 tft}--- ::: Invert Dispersal Cell ~~ ; ~ ~ ~ ~ ~ ~ ~ ~ ' ~ - ~ Elevation E. : D : ; ~; . . . . . .. ... . .. . ... ..... . .. ... .,. •~ kt ~., .~ `''~~~~~~ {~ 1 0 0 ft Contour Elevation 0.0(> 3.0 96 Site Slope /~ Geotextiie Fabric Cover Shading Key '$ ~ ~- Disperse! Cell See lateral details on Topsoil Cap ~ a 1.5 ft ti• • .;•.;ti. ;.. , j;; ;~ Page 4 for number, © {,{{{ Subsoil Cap a c :',::: ~ size, and spacing of ASTM C33 Sand ~ ~ ~ ~~ ~'• ~`•~.'° ~'~ ° ~ °.°~ ~ F laterals, Laterals are g~ ~ Tilled Layer ~ ~ 0.5 ft ~' Typical Lateral equally spaced from ^5 Aggregate ~ o ~ . ~ :~5. ;° the distribution cell's *---- A -* centerline in the distribution cell (AxB). A 6.00 ft B 100.00 ft D 5.00 in L - - - Mound Component Dimensions E 8.16 in F 9.50 in G 0.50 ft H 1.OOft K 7.15ft I 6.50ft L 114.29ft J 4.93 ft W 17.43 ft 600.00 (ft2) Dispersal Cell Area 6.00 (gpd/ft) Linear Loading Rate -r -} _I -1 Project: Bany Peterson 4 bedroom residential mound Page 3 of 9 OCT-36-2003 02:24 PM A.C.E. Soil & Site Eval 715 248 7764 a^a• ohr~ ate •~ Turra-upwfharll+rrwnortNgnoutplup J P -- as aactraas art IOtntlgl ~ X-"'"~' No1n drlNard on tM bottom a1 tsar! lattrai agawAy spaced FOra1t main aCtarwodOr- tfla rte or Goss to msnNOiC 0t any Point. I.attra~ls d forot mah of P1+C SoM ~0 (pat CplrNal labia 84.J~6) Number of Laterals 2 Orifice Diameter Lateral Diameter 1.50 in Orifice 3pacing (~ Lateral Length (P) 98.35 R Orifices per Lateral Lateral Spacing (S) 3.00 ft Orifice Density Lateral flow Rate 14_$S gpm Manflold Length System ;=1ow Rate 29.88 gpm Manllold Diameter Total Dynamic Head 19.78 ft Foroemain Veloaty Dosa Tank Information Elettrla:al as par NEC 900 rand ~~ Comm 16.28 WAC „__ End Connection Lateral Layout ~agram Loctdnp carver v~alth vvartrina label and locklnp device and sealed waterUpht 4 Ut. min. .`.~,.r Tank eomponrrrat la properly wnied Wieser Concrete Ca 800.84 Votume 22.24 Manufacturer OaHons gaUtnch A C D Dimension Inches Gallons A 18.02 400.88 B 2.00 44.48 C 5.48 121.96 D 10.50 233.52 Total 38.00 800.84 f- AlftameM outlast location Forea-naln dlsmsbr ~ 2 In. Weep hde or ar-tl- eiphon device P~ otf elevrstlan R sa.~e ~DoMtara~c atwa~tion (R 58.00 Alarm Manuafecturer LevafArm Alarm Model Number DLV Pump Manufacturer Zoeller Rump Modet Number 137 Pump Must Deliver 29.!18 gpm at 19.78 ft TDH P. 02 Pr~ect: Barry Petersen 4 bedroom residential mound Page 4 of 9 Mound System Maintenance and Operation Specifications Service Provider's Name J. Thom son, POWTS INSP.#4819 Phone 715-248-3271 POWTS Regulator's Name ~~S't. Croix County Zoning Phone 715-386-4680 System Flow and Load Parameters 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 1280 gal Maximum TSS 150 mg/L Soil Absorption Component Size 600 ft2 Maximum FOG 30 mg/L Type of Wastewater Domestic Maximum Fecal Coliforrn >10E4 cfu/100 mL Service Frequency Septic and Pump Tank Effluent Filter Pump and Controls Alarm Pressure System Mound Other Ins Ct and/or service once eve 3 ears Should ins ct and clean at least once eve 3 ears Test once eve 3 ears Should test month) Laterals should be flushed and ressure tested eve 1.5 ears Ins ct for ndin and see a once every 3 ears 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 boarci or chisel plow. 5. The mound structure and other disturbed areas will be seeded and mulched to prevent soil erosion and help reduce frost penetration. Lateral Turn-up Detail Finished •~~~~~~~~~~~~• ~~~. •~~~~~~~~~~~~~• Grade ~ - 6-8" Diameter Lawn Threaded Cleanout Sprinkler Valve Box Plug or Ball Valve Distribution Lateral Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Project: Bany Peterson 4 bedroom residential mound Page 5 of 9 Mound System Management Plan Pursuant to Comm 83.54, Wis. Adm. Code General This system shall tie operated in axordance with Comm 82-84 Wis. Adm. Code, and shaft maintained in accordance with its' component manuals [SBD-10691-P (N.01/01) and SSWMP Publication 9.6 (01!81)) and Iceal 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 tighMess 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, 3tats. The contertts 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 fitter shall be assessed at least once every 3 years by inspection. The outlet fitter shall be cleaned as necessary to ensure proper operation. The fitter cartridge should rrot be removed unless provisions are made to retain solids in the tank that may slough off the fitter when removed from its enclosure. If the filter is equipped with an alarm, the Etter shall be serviced if the alarm IS activated continuously. Intermittent fitter alarms may indicate surge fk>ws ar 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 Head service needs to be pertormed to maintain less than maximum scum and sludge accumulation in the tank. The addttion of biological or chemical addttives to enhance septic tank pertomtance is generelly not required. However, if such products are used they shalt be approved for septic tank use by the Department of Commerce. Puma 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 finer is installed within the tank it shall be inspected and serviced as necessary. Mound and Pressure DistributiQ~ System No trees or shrubs should be planted on the mound. Plantings maybe 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. Treffic (other than for vegetative maintenance) on the mound is not recommended since soil compaction may hinder aeration of the inflttrative surface within the mound and snow compaction in the winter wilt promote frost penetration. Cold weather installations (October-February) dictate that the mound be heavily muk:hed as protection from freezing. Influent quality into the mound system may not exceed 220 mg/L BODS, 150 mg/L TSS, and 30 mg/L FOG for septic tank effluent or 30 mg/L GODS, 30 mg/L TSS, 10 mg/L FOG, and 104 cfuJ100 mL for highly treated effluent. Influent fkwv 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 tt is recommended that each Hateral be flushed of accumulated solids at least once every 18 months. When a pressure test is performed tt shoukf be compared to the initial test when the system was installed to determine 1f orifice clogging has occurred and if orifice cleaning is required to maintain equal distribution within the dispersal cell. Observation pipes wtthin the dispersal cell shall tie 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 addttional, more frequent monttoring. Contingency Ptan 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 ar replaced with a component of the same or equal pertormance. If the mound component fails to axept wastewater or begins to discharge wastewater to the ground surface, tt will be repaired or replaced in its' present location by incr~sing basal area if tce leakage occurs or by removing biologically dogged absorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. See Page 6 of this plan for the name and telephone number of your local POWTS regulator and service provider. Project: Barry Peterson 4 bedroom residential mound Page 6 of 9 - HEAD/CAPACITY CURVE Vl L TOTAL DYNAMIC HEAD/CAPACITY PER MINUTE EFFLUENT AND DEWATERING _ 9e 137.109 let IeJ 166 196 lee 18b I0a c. c.l ~o, cd ~o-s ad Las. a> Lc ` OIt Lr.'° a.a Lr,: a,1 LB>t' GLL Un as lra 12 72 27J lu 301 106 101.- ei '.r~l BI 231 68 220 156 697 . 166 6a7. 71 61 231 74 5J0 100 3%8 6f 2J 1. 61 Z7t 6B Zm IN ! 60U 151 472 ~) 1; 170 64 242 91 3+1 & 7i7 90 227 b8 720 112 S 57 5 Y6 ` )b 136 tl-J0. e2 OIO 71 ?90.. _ 6b 27 57 216 W 227 6D 223 6B 227 68 220 : J7 100 ' 616 ' 115 .819 110 650 ~ ~ ~~ _ 218 ab i 71 6E 2fi aE 1 l2 69 -2?.p 66 21fi W .;•IJ 75 Sel 68 220 68 Z7A 128 181 121 /bB 105 Oy7 1>J 60.3 127 W I t U u y~ _ I _~_ - ~ ,~ _ 21 60 ~ 53 t t5 16 X61 61 I W.. u 181 Jp 114 6Y 21 G 3e 100 10 ]6 6b ?20 6B 220 52 1R7 W JU 71 Y!8 bt !W l 100. 279 Bb 322 70 2{5 11 W 15 170 28 : 106 61 -. _ . >Z 121 . .; 2'(''8 2W 77 110 _ 1B lia 21 ?9 7 ZO 8 JO ra 2a ba ss_ _ 9r n' na 91' ur EFFLUENT & DEWATERING Warning: Model 185 should not be subjected to less than 30 feet TDH. Note: For Head Capacity on Model 112, industrial column-explosion proof pump, see FM 219. SEWAGE & DEWATERING WARNING: Model 293 should not be subjected to less than 15 feet TDH. ti r w 1i' i ~ 24 80 TS 22 70 20 85 18 60 55 16 SO 14 45 12 40 35' 10 30~ 8 25 6 20 - 15- 4 10~ Z 6- TOTAL DYNAMIC HEAD/CAPACITY PER MINUTE SEWAGE AND pEWATERING 287 28B _ 282 I I~ 282 I90 292 0~ ~ I I I I ~ 1 I I 262 ~ I ~ 266 26~T'T I T~-I - 294 29~ GALLONS 10 20 30 40 SO 60 ]0 BO 90 100 110 120 130 140 160 180 170 180 190 200 210 220 230 I ~ _ LITERS 0 80 180 240 320 400 48V 560 840 7~ 0808 0 860 FT. M b 1.52 10 3.05 15 l.57 ZO 6.10 25 7.62 10 12.19 50 15.20 60 18.29 70 21.30 Otk Velve 293 282 395 ial Un 225 B52 205 776 185 700 166 636 153 SEA IIC 530 115 135 BS 337 SS 223 25 95 7 7' p~.7o~ 6~ ~, 4 w~Jed ^ Sa/e~/ua~a~,c~: o,o~ ~4~ . ~; ~kl ~.e.nc1, ~ 7'opof / yr~y ~ 80 -tar ~,~d[, ~=l~ad C~rst¢rris soh,' ~ `` -~ ,~t,~ - , 1 BS -'-' ~,„~.~v Rd,e. orC¢ tai r). -" • ~"leda~ oh ~ro p os~ .vtotc n d a.-t /7. y.3x //Y ~ 5 _w/ (~'x ~L'n' d,s~orr-5a/ c.P~/. Two (z) ~; s tr; b afros /af~a-/.s Qf ~Yz''~ 9d 3s'c~%p`o/'r~ces Spaced a.~,?.$~. oh~arn \~ JJ fro P ~~~ ` ~ '_ a~~, ~a~~^`' o r ~-- p~P ose~!d' ~ f U Pro cSe.cl ; cuiCo„cr~~e w~Pi 2~/P~ Co~~b: na~E.' ~epf~ ~ ~,~C~~Occ...,P c-1tcL+n Ger ~/~.a~e.l AGO eF{lcc.~n~~-/&.~ a.E iw. o' Se~f.•c. ~- Kowa'/t,~. f ,p_W. i, ~ flOl ~ r V" ~Dr~`rewa~` is~.ZS6'e~iJ~ v-~' 30~" S-r. P~ ~s~-t ~ c,,~x,Jad oP~ ,Q~. ~;e.ld ,:` ~ / ~/Q~/~a~,oq,O~E SGa~G. /'_ ~~ ' /?o~ouSc~O/op. _._ __ _. _-_ - ~t~~k ~,~~ 1 ~- ~~~1~-- G{o~C,, ~ rna~ ~ ~ . 3~w•rpo~i 9ny s~ 80 P n c4v£• ~iscs.yl¢ef el t+i, = /QO. Q~' 6 o'~~ ~ ~, // ~~ ~'~ C --~ _, ~D ,~ 8~ -` ~, - a~~ _- "' ~ 83 ' ~~...i ~ ~ ~ S/o~Ot ~ ~ ' ~ySE~ rr q~'1 ~ q7, ' / 99.et' 3 iuo.c ~~, c~l,~ . gs~.~ sc 4 4 03 t oe ,~ --~ 0~3~ ~h /~ ,~, o~ ,~, ~, .!-_ __% , T, r'. L _~\ q~ ~p~ ~ 1.30 ,4dc. ~• ~~ i f g 3o~'.s f ~ ' Wiscatsin Departrnent of Commerce SOIL EVALUATION REPORT Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County Attach complete site plan on paper not less than 8'/z x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and parcel percent slope, scale or dimemsions, north arrow, and location and distance to nearest road. Please print all information. evievw 1657 ~~ page 1 of 3 A.C.E. Soil & Site Evaluations St. Croix o ~7 3 - 8'o~vo ~ p 046-1073-50-000 , Date Personal information you provide maybe~isedfor~y~rpo~ses(Priraetr~ew;x,15.04(1)!m)). -~ ~ 2 y ~` Property Owner § ~ '` Property Location _- Bonnie Northouse € .Govt. Lot NE 1/4 NW 1/4 g 34 T 30 N R 15 W Property Owners Mailing Address - ~ _' ~' Lot # Block # Subd. Name or CSM# 3070 127th Ave. na na Na City State ip Codk Phone Number' J City J Vllage t/' Town N~rest Road Glenwood City ~ WI `-S~CJ'f3- 79x265-~463b-- Glenwood 130Th Ave. r"' New Construction N~~ !~ Residential /Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement ~ Public or commercial -Describe: Parent material Glacial outwash Flood plain elevation, if applicable unknown General comments and recommendations: Site suitable for At-Grade system. Recommend installing mound system to provide greater effluent distribution through system area at elev. 100.50' at 6" above 100.0' contour. a Boring # J Boring Pit Ground Surtace elev. 99.95 ft. 42" in. Depth to limiting factor Soil lication Rate App Horizon Depth Dominani Color Redox Description Texture Structure Consistence Boundary Roots GP D/ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 "Eff#2 1 0-12 10yr3/3 none sil 2fcr mvfr as 2f,1m 0.5 0.8 2 12-17 10yr5/4 none sil 2fsbk mvfr cs 1fn 0.5 0.8 3 17-22 10yr4/4 none sl 2msbk mfr ce 1f 0.5 0.9 4 22-30 10yr5/8 none gr. Is 1 msbk mvfr cw - 0.7 1.2 5 30-42 7.5yr4/6 none s & gr. 0 sg ml cw - 0.7 1.2 6 42-60 7.5yr4/6 f2d 7.5yr5/8 s & gr. 0 sg ml - - 0.7 1.2 Boring # ~ Boring Pit Ground Surface elev. 99.86 tt. 53" in. Sal ication Rate /~ Depth to limiting factor Appl Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP D/flz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-13 10yr3/3 none sil 2fcr mvfr as 2f,1m 0.5 0.8 2 13-24 10yr5/4 none sil 2fsbk mvfr cs 1fn 0.5 0.8 3 24-28 7.5yr4/6 none gr. sl 2msbk mfr a 1f 0.5 0.9 4 28-53 10yr4/6 none gr. Is 1 msbk mvfr cvv - 0.7 1.2 5 53-66 7.5yr4/6 f2d 7.5yr518 s & gr. 0 sg ml - - 0.7 1.2 'Effluent #1 = BOD ~ 30 <_ 220 mg/L and TSS < 150 mg/L "Effluent #2 = BOD < 30 mg/L and TSS <_30 mg/L CST Name (Please Print) Sign e: CST Number James K. Thompson S-._._ 3602 Address A.C.E. Soil & Site Evaluations D to Evaluation Conducted Telephone Number pan Paulcnn I aka I aria n~,la wl . 6/27/2003 715-248-7767 property Owner Bonnie Norlhouse Parcel ID # 016-1073-50-000 Page 2 of 3 Boring # J Boring Pit Ground Surtace elev. 99.20 ft. Depth to limiting factor 40" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots /ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 *Eff#2 1 0-12 10yr3/3 none sil 2fcr mvfr as 2f,1m 0.5 0.8 2 12-19 10yr5l4 none sil 2fsbk mvfr cs 1fm 0.5 0.8 3 19-24 7.5yr4/6 none sicl 2msbk mfr aw 1fm 0.4 0.6 4 24-40 10yr5/8 none s & gr. 0 sg ml cv+r - 0.7 1.2 5 40-63 10yr4/4 c2d 7.5yr5/8 gr. Is 0 sg mf - - 0.7 1.2 Boring # ~ Boring i+ Pit Ground Surtace elev. 99.38 ft. Depth to limiting factor 42" in. Soil Applicaiion Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0-10 10yr3/3 none sil 2fcr mvfr as 2f,1m 0.5 0.8 2 10-20 10yr5/4 none sil 2fsbk mvfr cs 1fm 0.5 0.8 3 20-28 7.5yr4/6 none sl 2msbk mfr cs 1f 0.5 0.9 4 28-42 10yr5/8 none s & gr. 0 sg ml cw - 0.7 1.2 5 42-47 10yr5/8 f2d 7.5yr5/8 s & gr. 0 sg ml aw - 0.7 1.2 6 47-72 10yr4/4 f2d 7.5yr5/8 ffs 1 csbk mvfr - - 0.4 0.6 Boring # J Boring /~ Pit Ground Surtace elev. 100,26 ft. Depth to limiting factor 40" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0-12 10yr3/3 none sil 2fcr mvfr as 2f,1 m 0.5 0.8 2 12-17 10yr5/4 none sil 2fsbk mvfr cs 1fn 0.5 0.8 3 17-22 10yr4/4 none sl 2msbk mfr a 1f 0.5 0.9 4 22-27 10yr5/8 none gr. is 1msbk mvfr cw - 0.7 1.2 5 27-40 7.5yr4/6 none s & gr. 0 sg ml cw - 0.7 1.2 6 40-56 7.5yr4/6 f2d 7.5yr5/8 s & gr. 0 sg ml - - 0.7 1.2 * Effluent #1 = BOD ~ 30 < 220 mglL and TSS >30 < 150 mg/L • Effluent #2 = BODS< 30 mg/L and TSS <30 mg/L The Deparpnent 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. y •, t • 4 IJ~Qd ^ ~~e~(2~[[a~'orI ~OiE OPT'' .4q• ~e.lc~ • ~'le~%.-L:'O•-~ I R~• # ins ~ /?a/~owSc ~OicP ~~ '~-~ >~~ -~..~: rPo~ i "y~~ y .sue 80 P. J C. Condu;~. ~ssccme~( elegy _ /coo. c~•' B~ ^ ^ g3 9S'o' 3~ ~s/oN~ !e??. cir d 99.98' 85 ~o% o 'ccY,'Eor- 4 Qo /~3ou ,4~c. ~°~ ~-~ ~- Nut/s~- ~~ ~ 3 v ~ Gu/t-rte P~. 3oF~ ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM OwnerBuyer ~~Y`y /`''.C~~~~''~ Mailing Address ~ !~, ~ 3 ~3, C /er-e,~JeBz~ L' ~ ~r~ c,,c~ t. S'~~ Property Address~p~/,3Q ~j¢~• (Verification required from Plaruiing Department for new construction) City/State Parcel Identification Number Ully-~073~S0~-oOc~ ~ o j ~-- `0'13 - g~o - ~av /y ~~~~~ Property Location ~'/a, .~'/a, Sec. ~, T 3O N-R ~~W, T wn of G' ler~~~ ~i i~6 Subdivision _L2Q ~ ~~ - ,Lot # /~3 liiC~L~ 7p~ Certified Survey Map # r/nq ,Volume ,Page # - Warranty Deed # ~'~r ©~~ , Volume ~ y~~ ,Page # l Spec house C7 yes l~ CYCTFM MATNTFNANf'F. 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, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on-site wastewater disposal 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 'Coning Office within 30 days of the three year expiration date. SIGNATURE OF APPLICANT ATE QWNFR C'F,RTTFT~ATTf)N 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 ofa warranty deed recorded in Register of Deeds Office. SIGNATURE OF APPLICANT DATE * * * * * * Any information that is mis -represented may restilt in the sanitary permit being revoked by dte 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 U 2'i66P 185 STATE BAR OF WISCONSIN FORM 2 -1998 This Deed, made between Bonnie Tennessen and Dorie L. Tennessen, both single persons, Grantor, and Barry Peterson, a married person, Grantee. Grantor, for a valuable consideration, conveys and warrants to Grantee the following described real estate in St. Croix County, State of Wisconsin (The "Property"): Part of NW 1/4 of NW 1/4 and Part of NE 1/4 of NW 1/4 of Section 34 Township 30 North, Range 15 West, St. Croix Coun y, isconsin described as follows: Commencing at the North 1/4 corner of Section 34-30-15, thence N89°31'46"W 273.15 feet to the point of beginning; thence S00 °45'10"E 1324.78 feet; thence N89°37' 10"W 326.46 feet; thence 235.24 feet along the arc of a curve concave to the Northeast with a radius of 1060.00 feet and a chord which bears N69°56'24"W 234.76 feet; thence N63 °35'14"W 171.96 feet; thence 341.80 feet along the arc of a curve concave to the Northeast with a radius of 764.00 feet and a chord which bears N50 °46'14"W 338.96 feet; thence N37°57'14"W 727.83 feet; thence N34°15'17"W 472.90 feet; thence S89°31'46"E 1660.03 feet to the point of beginning. 746020 KATHLEEN H. MALSH REGISTER OF DEEDS ST. CROIK CO., NI RECEIVED FOR RECORD 12/02/2003 01:45PN MARRANTY DEED EIEiIPT i REC FEE• 11.00 TRANS FEfi: 158.10 COPY FEE: CC FEE: PAGES: 1 Name and Return Address Headrik W. Van Dyk VAN DYK, O'BOYLE &SILER, S.C. Post Office Box 118 New Richmond, WI 54017 Parcel Idemification Number ( This is not homestead property. Exceptions to warranties: Subject to ail easements, restrictions and covenants of record. Dated this 16th day of October, 2003. s'Bonnie Tennessen ~~. J t~ \ •Dorte .Tennessen AUTHENTICATION Signature(s) Bonnie Tennessen and Dorie L. Tennessen authegtic,ated this _16th day o)iQctgper, 2003 + Headrik W. Van Dyk ' TITLE: MEMBER STATE BAR OF WISCONSlN (If not, authorized by § 706.06, Wis. Stats.) THIS INSTRUMENT WAS DRAFTED BY Headrik W. Van Dyk VAN DYK, O'BOYLE &SILER, S.C. Post Office Box 118, New Richmond, WI 54017 (Signatures may be authenticated or acktwwledged. Both are not necessary.) ACKNOWLEDGMENT STATE OF WISCONSIN ) ss. St. Croix County ) Personally came before me [his __ day of October, 2003 the above named to me known to be the person(s) who executed the foregoing instrument and acknowledge the same. Notary Public, State of Wisconsin My Commission is permanent. (If not, state expiration date: •Names of persons signing in any capacity should be typed or printed below their signatures ~~xit!%C1~ WARRANTY DEED STATE BAR OF WfSCONSIN FORM No. 2 - 1998 INFORMATION PROFESSIONALS COMPANY FOND DU LAC, WI 800-8552021 LEGAL ST. CROIX COUNTY, WISCONSIN OLD TXSCR02 REAL ESTATE TOWN OF GLENWOOD COMPUTER NUMBER 016-107 -50-000 Parcel Number 34.30.15.510A OWNER NAME: First BONNIE & DORIE L Last E PROPERTY ADDRESS: Hse # 1/2 PD --Street Name-- Type SD Apartment SECTION 34 TOWN 30N RANGE 15W '/.160 Line D scr+ _ Line TOTAL ACREAG 36.000 PL 01 SEC 34 T30N W LYING 15 NLY OF N Rq ,_ q,~.,, 16 ~ ~, 03 P ~'"'' i 8 04 1 05 19 06 20 07 21 08 22 09 23 10 24 11 25 12 26 13 27 14 28 '/.40 LOT _Description BLK F1-General, F4-Prev. Parcel, F5-Next Parcel, F7-Valuations, F8-History, F10-Exit LEGAL ST. CROIX COUNTY, WISCONSIN OLD TXSCR02 REAL ESTATE TOWN OF GLENWOOD COMPUTER NUMBER 016-1073-80-000 Parcel Number 34.30.15.511 B OWNER NAME: First BONNIE & DORIE L Last TENNESSEN PROPERTY ADDRESS: Hse # 1/2 PD --Street Name-- Type SD Apartment SECTION 34 TOWN 30N RANGE 15W'/4160 '/440 Line Description Line Description TOTAL ACREAGE 7.000 PLAT LOT BLK 01 SEC 34 T30N R15W THAT PT OF 15 02 NW NW LYING N OF E & W TN RD 16 03 17 l ,3~ l.C,~-~- , 04 18 05 19 06 20 07 21 08 22 09 23 10 24 11 25 12 26 13 27 14 28 F1-General, F4-Prev. Parcel, F5-Next Parcel, F7-Valuations, F8-History, F10-Exit LEGAL ST. CROIX COUNTY, WISCONSIN OLD TXSCR02 REAL ESTATE TOWN OF GLENWOOD COMPUTER NUMBER 016-1073-60-000 Parcel Number 34.30.15.5108 OWNER NAME: First TIMOTHY W & MARY E Last GLENN PROPERTY ADDRESS: Hse # 1/2 PD --Street Name-- Type SD Apartment SECTION 34 TOWN 30N RANGE 15W '/.160 '/<40 Line D 'tin Line Description TOTAL ACREAGE 3.000 LAT LOT BLK 01 SEC 34 T30N T N Nw 15. 02 LYI~I G SLY OF TN RD EXC PT TO 16 ~~r ///~ 03 CSM 12/3469 EZ-U-1473/30 17 ~ b~ 06 20 ~ ~ ~ ~ I 07 21 ~..~~" 08 22 ~~ ~ /~,~ 09 23 ~~, `~ 10 24 ~~. 11 25 ~! ~~' 12 26 13 27 14 28 F1-General, F4-Prev. Parcel, F5-Next Parcel, F7-Valuations, F8-History, F10-Exit ~ °~ ~ Frank & roe s v Donna Frank °"'~` +o stro6 ~m ~ ,o $ B~Dom N "1adda° ' ~ '~ N H R ~~ _ I v~ Warner Warner Th a 67 Mitch ° 1i J ohn go t;Q ~ ~ ~ ~ R m ~ ~ William ~ to 1 a ~ M~ ~ M ~ 60 ug Pcte~ & I M a~ w rko I 20 ~ ~ 65 m~ Co David a ~Jarnes W;~ ° `o obey- es & o ~ 200 ~ ~ r ' ~ ~ ~ ~ 11 u 1 0 6 152 f ~ at ~ ) Ie~ ""aldroff Fritz ao onte ~ L "" ~ ~ R T e ~° Sh eiLl J Aspl d dt Sht~.ila "' O 71 160 Wagner 80 ~ 35 ~ ~ Earl ~ 3 ~~ a Ni Newcot~ Yoder ~ Daold ~ > > s '~ ~~ m Ker & Chue s ~ 2 ^ ~ ~ 160th AVE Yang ` i r" eman 40 80 ' 160 JtE 20 2 ~~ F" arao 3 1 ~ ~ 226 ofiman 1 ¢ ~ Richard 80 rn,rt ,w F, ' 38 $ Grace i u . Herbert f•- J+~D 20 t ~ sot t 2 i t c Gregory ~0' _ i.rs c~ ~ rc:; ;,;~ ~1-//~~L~+ 1"1 ~T Ober neller ^ ' > " c S&A 20 ~8 k g rn b sb, uks a ~~ S ~ aaat t7esmith ~ ~• 9r ll~. a;'f i D HUTfON F k ep 1~1L $ tone $ a en zo ~ O fifi ~ ~ ~ W >~ ~ t 33 i ' y 1 d I C r, $f ib0 110 D 3 ~ 20 James Jr ~ Palewlcz 7p ,~ 2 u CL ~ 2 Landes 80 ~~ ~ DO1u W ~ ~ ~, r 97 I Corporation I Timothy 3 A eyer 80 3 M ~ ~ Anderson 4 '150th AVE 120 chi C7 oe t DO°Oi eM1~ A Eno ~ craese ~ T1 ~ :q Robert DaeW t ~hR ~ n'Y ~ ~ ~ 140 3 ~ aa ~ 30 'b ~ e M & K rLc i o SCh Ohman w 2 ~ - Mark a o Ellison .+ gsJ di N R Susan ^ 100 _ ~ ~~ 80,Ohman $~ C Maugreen F Konder ~ ~'" ~~ Anderxon ~o y ~o to 60 ° Clifford Sharon s 20 Hess 1~ ~` G John Moe i d 77 w ~ 3 ' ~ `~ a ~ s ~ iabaee ~ I M, D Robert Wayne & ,, 121 40 „ "a ,~'~ ° N „ ]33 143 z ' =5th AVE 183 Orton Yn ' v ~ ynthia 198 ~ ~ Khu F x 8 ~ ;,, 00 & Linda ~ ~ $i°td ~ ' W t b < ^ G.LE 1 f ~ g ~ e er $ _ ~ ~ o o ~+ ,i onnst I ~s i 31 40 200 ~ ~ V ~ ~ 12 4s N N R ~ ~ WtWe r~ ~. `cJ 'riy S j'~}~ ~j i I $ ~~ M i v , , w Har'soa 124 u ~ ~ ~ ~ Francis & ° G Joseph Haasen ~ 4 n IS ~` s ~ 13 zo ° °° r Kathleen ~ ~ ~ nave 34 ~ Y ~ 3 Obermueller '~ Ison cbris- ~ o ' +~ D. M & b °a 8 Priscilla John & ~ ~ c° g ~ U dl u so ~ er u a ro 155 G 35th A E mtth ~~m ~ o8 a~ it ~ Mon- ~ Rose ~ ° °im ~ ~~ n ~ MtCutthin .~ ~ ~ ~ MDuane & h i E »~ 00 Eileen om SUE ~ ~ y7 ~+~,~' 80 ~ 140 w~0 Jo h James& ° F N schrdber gp w T e 4 one S fK & Gloria , Josev~ ~ ~ ~ i° 3 w ,°„ Kevin S h ~ L 178 ~ I O ~ , c reiber ~ it ~i ~ VVf a Meaty ~ roi 80 rtrk. w 60 219 Wdter ~ C "~~ Nbrecb~ 12 40 4 ~ ess Raruren ~ Ma ° 3 130th AV N , - 67 Rand ceM m~ r Konder 80 32 ° Y SJ 1 e ~ & Ju13e ~ ° ° o G ~ Bonnie Gunderson ,s 5 ho son p G"""ar Dean M a g ~ r ~ FrHee- burg i M 83 tv F~tc 72 Sh u.d errie `~ Solberg gp C 73mathy 30th AVE ~ " ~'$• °8 w ~ ' 71 ~ 40 1 `~ G "`" ~ «; ~ ~ 15 w ten n a ca 3 00 T~ 120 e. D Terry & 190 a ee~U>y ~ ^ ~ g ate Deanna o $ 80 McGee 10 .~ ~ a rten a um, t m T& Cpannee~ waist as o,m ~ 7 g °~u ~~ " , ' a ~ dt K c° ~ ° ° o Katherine 265 Q~' ' T ~ Kusllek o "' ~ 1 0 ~ °~' naval t s 7~n ~ x i~ ei 1 •, ~ uttle 80 F7 5 ~ ~ Mac aT m i- H DD 19 40 163 ¢ HAGAN RD RUSTIC RD #3 SPBING~,p PAC 127E ~~~~~~~ ast Oak • Glenwood City Full Service Pharmacy Offering Brand Name and Generic Drugs • COMPUTERIZED MEDICATION RECORDS FOR TAXES AND INSURANCES • GIFTS • CARD • CANDIES • FREE GIFT WRAPPING (715) 265-4565 R GlE ~ ~ ~ .. ; :., . ~`~~ ~ s ~~ 3^ S p r'i w 0 ~ 3^, _ _ ,` Y f.• n N p ~ ~. i 1 ~ ~ ~ ~ I ~ ~. ~ T s --o I ~ ~ ~ ~ ~ =~ m ~ ~ ~ z -i v v p m o Z W Z o v z ~ v -< D ~~ \~ ~~ 1 _~~ _J u w ~'(~ ~ ~ `~ (i~, " y i~J (i, r ~; s ~~ .~~. '%~~~,z~- ~" \ t ,. N ~, c ~~ ~~~' r.r[rvs 51 Df.~. (i8 j; ~ etUti;~ cli:~7 fri DI:N Lt v[L ~ /mar ~ / oa ., ,l ~, r~ ~ a~ ~~ -~ ~ ))))J Z -' ~~ „ m ~/ ~ u p o ~ N S :~