Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
176-1075-03-000 (2)
0 2 0 3 m 0 c con 2 $ J S ; § a . T ) » \ E (D _ ƒ 0 0 k/ 5 k Q f O m \ C 0 / z < a c\ m \ \ \ / \ If / \ \ \ § 2 -0 a m m § R < ƒ $ 7 . ~ e / \C @ . 7 E « < ± o o to ƒ m > y E R f J E « ; R \ § 3 , 7 G lot CD \ \ W / / / \ g 0 / e = \ § � :- 0 0 0 m ^ 0 j j j f \/ i < ® o o ID \ § ° � M / \ � / (D §�/ z s % \ { \ \ CL . @ c6 3 \ ° D- \ k CD \ { z o , \ g e » z w ® T m % 0 \ \ 2 / CD C �3] \ � k \�;L\ E 0 -r r § 0 E 0 \\ƒ \ a ( \S) \)\ / �a� 6 9/\ ; � 7 \$ . _BCD \ / :31 k \ \ 0 ( / \ v�q',, 3d v C � � �o m ! co T fCD Z o-N n CD 7 N N 7 to C a <D W CD !Z 90 O l CL OD 3 CD o CD n D N a v D W o CD o o g M� m O F3 < l�V CA) o CD CL NO c .� co .. C z 000- 4 1 *, o r3 a4 w Ili o .$ w ! co CD 3 y K N Z N _ o 0 D �+ o a o cD � � • C y CD Q N G W fD A G. 0 :3 a A Z C V ' 3 n cD a A ( Z O 0 Z -I m e�D m 8 z� N OD N a c 3 (D 5 T Z CL m c CD 'm (n CD 3 CL T) o a m m o N a o e V I d0 M my o O H CD Dro a N ti 0 a, O n fO O g M n G 1 O a f O d f C O (D �"•1. m (o n m • .� •� ~: (D w 3 a� Cn 7 Z N z O A n == v O U < J • C J O O tD C N N (�-` A Q N N rr O O j N � O N N N O T N° 3 m Q o v A ° CIO Ib c .. a o _ ni i m 00 N (n 7 UI N O G 0 N C O d (D O 01 (D W z D a s to o a -4 u c n 3 W W 3 0° j � o o D W A Na O @ W NO 7 `,, CD N ID O O ■- O O c O O W ZI N O C N CT Cn N A A Oa- 3 (D 0 0 0 O O O N �• < z jy C c N N N v 0 c N y N a D M 3 9 0 0 7 G cr T D O N O N M N (D (,p OD CD 3 d C) CD N v Z M (VD .�. O S z z D z ET _ D 0 CD D CD N O T CD � C � �• 5 N O N _ lV (n 0 d (D CD p I a (CD a CD C N N C N C N f6 (D A CL (D C 3 Cl) 5 3 cc _ a O 7 Cl A Z n U) C A A CL W A (n Z (a W A CD (D ID ID (T1 Q O � Z 3 3 A m 0 :: p0 ': Z O N N tll N N 0 d CC - O CD 'p = p D cl CD 3 N d G O O p J O 3 CL a G_ UT N r. N C- ( c P;: 7 7 T O A N C a !R N to 9 C cod Z a T7N y Z C. co (n O Q N O 0 N O Qp N (D ID C 7 7 c �! (n CD N) (D N j O ,� (D N ^• ,�• y ?t N 03 O O O N (D N O A � !R CL C H N co O CD N (0 J (D O_ N (CO O O =, Q 3 O N m. ? O C a r. 0 N p y 3 A > > O n O T m' p 0 O b (D (D O A EA 0 (n 0 v O O (D O D Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 479321 0 GENERAL INFORMATION (ATTACH TO .PERMIT) State Plan ID No: 1 Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. S. ®/ Permit Holder's Name: City X Village Township Parcel Tax No: County Materials I Villa a of Roberts 176- 1075 -03 -000 CST BM Elev: f Insp. BM Elev: BM Description: Section/Town /Range/Map No: to.D I M .D CS - IetM l 34.29.18.596 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic enchmark Co N CE&T - C - W0r6Sb 3.5 03.5 ov.o Dosing AI. M U r Aeration Bldg. Sewer 3 40 Holding St/Ht Inlet l 1 4.� TANK SETBACK INFORMATION St/Ht Outlet 4 �V TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic f r r Dt Bottom p }lam Dosing Header /Man. Aeration Dist. Pipe Holding Bot. System / Final Grade PUMP /SIPHON INFORMATION 3•� m.oz Manufactur Demand St Cover GPM T•� Model Num er TDH Lift Friction Loss System Head T Ft Forc ain Length Dist. to We SOIL ABSORPTION SYSTEM 2� be0? I N Width r Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMEN IONS 3 O 1, SETBACK SYSTEM TO c � P/L BLDG IWELL LAKE /STREAM LEACHING Manufa r c INFORMATION CHAMBER OR ` r •i*�'�" Type Of System: , (� 3L >1 t �� UNIT Model Number`��! DISTRIBUTION SYSTEM °'t'N�• Header /Manifold IDistribution x Hole Size x Hole Spacing Vent to Air Intaky w '" Pipe( 36 ' 1 I ? ssv l L Dia Length Dia Spacing xx Mound Or At -Grade S ystems Onl SOIL COVER x Pressure Systems Only Y Y Y Y Depth Over Depth Over xx Depth of T7 xx Mulched Bed/Trench Center Bed/Trench Edges Topsoil 1111 Yes [] No r Yes j No O" S: Includ ode di r cies, persons present, etc.) Inspection #1 " A 0 3_/� Inspection #2: --- r ___ --- r ___ 7 _ TT . V c 120 70th Avenue Roberts, 1 54023 (NE 1/4 NW 1/4 34 T29N R18W) NA Lot 1 Parcel No: 34.29.18.596 1.) Alt BM Description = - j o � t •�artrd+�C 2.) Bldg sewer length 11,0 J - amount of cover = .�,1 N Plan revision Required? � ] Yes XIN o Use other side for additional information. Date I Signature Cert. No. SBD -6710 (R.3/97) r a� tldin Division ~u Cowry Ave. P.O. Box 7082 �• C r O r X ST L IRO WI 337 -7082 Sanitary Permit Number (to be filled in by .) De artmentof commeroe NI �861� q932- Sanitary permit App Ca s p La. Number m sicced with comer /3.21, wla Adut Cade, pees0oal in may be used for WAVdary pAposee Priv a Faw, si S.O (lx O roject Adder (if dilfermt tbsq ttrsilim11 address) L Application Information - Please Print An Inforatatiom hvpeny owner's Name t Pru1 k Lot N �J a e �^ A < Co 17Z -I a7�- v3- o0o s96 ttop«ty owoa'e MaiL'0s ., P roperty LAX � City, Sean Zip Cody Phone Number t, , Sect 40 ze— M Type of Bulltiing check W that apply) T 1 N, g� Q I cc 3 Fondly Dwelling -NuMbw of fle j Numb« �Pntttkl Adel - D«enbe i7se �� i c q 2 1 1 --�! g al - 7 ❑ slam Owned - Deacn - ft Use DCisy ilk o�aeteh' 11L Type of Pelmie. (Check only one box es Une A. Complete lint H if ap plicable ) Now Syaym -- Replaattteut System ❑ TrsamtarlH03diog Tank iteplaeataetrr Only 0 OtJxr Modification to Existing System p• Partak Reno -W ❑ Permit lo'ision ❑ Change of ❑ Permit Transfer w New List Previous Permit Number and Date lssteed Bafott Expintian Plumber owner IV. TyDe of POWYS S $tarn: Cheek all that aRPAI I X o r, 0 1 1 _ NOa - Ptwsw - bAd In- Ground 0 Mound L 21 in. of suitable soil O Mound < 24 in. of suitsbie soil ❑ At -Grade 0 Single Peas Sumd Filter COWWWW Wdl-d ©Peantuimd lariround a Holding Tsnk ❑ Pat Ff {ter ❑ Aerobic Treamaem Unit ❑ Raeircelarisg Sued Fi1tK ❑ Iteeitculadna Synebede Media FiItK ❑ Leaching Chamber ❑ Dri Line ❑ Gmvel -ksa Pipe Debar V. Di$ anent Area Infotmatio . Design Floc (mod) Dedgm $011 Application ttate(pydsE) Dupewl Area Atqu'rrrd (sn peteal Area Proposed ( ys ern Ekvatiom 7.50 9y�vo VL Tank Info Capacity io Treat Number Masuffthao • Prefab Site Steel b Plastic (311 IM Gall" of units Canter* Consuixted aim TW ii�tatis$ T,nka sep « Holdifts Tssh idW— AM Amebic T rauuma" Unit VII. R006 1311111111tY Staterrio13t- 4 the undersigned. assume rnpoaslbl(lty for iastaJS don of the POWYS eb wn oa the erraohed pkaa. Plamber'$ Name (Prior) 's Sigosetme 1MPRs Number Buenas Phone Number ,� / Plumber's Addtm (street. Chy. S+at p } --' VIM C0MAtY1DWrtMtkIt Use onl 13 Approved (3 D rov Ssoinry Pmrait Foe (' Judd Groundwater Dote bersd in j ant Signature (No Stamps) C � ! ' Swcbarge Fee) a S zo D far Denial M Conditions Approve —'ens for Dwappftvd SYSTE NER: 1 Septic tank, effluent filter and dispersal cell must all be serviced / maintained as per management plan provided by plumber. U r, 2. All s etback req uirements must be maintained `� k - IOC CICUL' � -� as per applicable cod�rdinances. v`&A Aft-b compute pre W (M tie Csesty *sly) fir ebe ryena as Papa apt lesa $bas 614 : 41 teabea IN am SBD -6398 (R. 08/02) f 1 Soi! a ✓aluaon ; So cct� SEor.» ,�a,E,ci 2e�e -n �;oy, /�►':�� ♦ FJoor e leµ �,6f : 978. co' P ♦ EX; S,b � r�adc e 1 t c� �. Jt4k: / = yo' RtiC /93.Z. A ssuw , eol e/ae :mo.,w S/dyae 63 , y "5.. 4ueni /. "n e, ,'%� t>RddisperSc/tellaf �,• fo bti�Su /n ftd v wyt . � � v < /nSYt //� '' -01 10, 27 Wck d' ,•• 6e /oW Geri ✓e ' I ProposedWteser Cor�Crs W laws e Grrlbi►ya iDr> t'4-1A 6- _r,ade 5(Ak btksedas t(4octi•.a ° sc%. t!o P. G. buy ldznqq sewef ta6< SC {.frt! ,t -ic4 jn3ec /a Ec d QS per cof/e. . f /usnt-4• e/' 499 27) Proposed alaeebek Pro_i LG-6 b c a&on 70 _Ave Aretn st b M5. - - ----� Sterrn ak► -Eci /'t>teM�lan 54,je.l Q pods Sa./es -�' b leti!' i �I plant P�oposcd (�rapoSOal � o t Safety and Buildings 4003 N KINNEY COULEE RD commerce.Wl.gov LA CROSSE WI 54601 -1831 TDD #: (608) 264 -8777 isconsin www.w www commer isco govsb, isconsin.gov Department of Commerce Jim Doyle, Governor Mary P. Burke, Secretary July 08, 2005 CUST 1D No.220853 f ATTN: POWTS Inspector DALE E HUDSON BOLDT'S PLUMBING & HEATING, INC. ZONING OFFICE 820 MAIN ST ST CROIX COUNTY SPIA PO BOX 78 1101 CARMICHAEL RD BALDWIN WI 54002 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 07/08/2007 Identification Numbers Transaction ID No. 1151818 SITE: Site ID No. 169879 County Materials Corp Please refer to both identification numbers, 1203 70TH Ave above, in all correspondence with the agency. Town of Warren, St Croix County; Fire Dept ID: 5506 NEI /4, NW 1/4, S34, T29N, R18W FOR: Description: COMMERCIAL (Employees) Non - pressurized In- ground System Object Type: POWTS Component Manual Regulated Object ID No.: 1027229 Maintenance required; 195 GPD Flow rate; 72 in Soil minimum depth to limiting factor from original grade; System: In- ground POWTS Component Manual, SBD- 10705 -P (N.01 /01); Commercial System, Biofilter The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06, stats. The following conditions shall be met during construction or installation and prior to occupancy or use: Approval Requirements: • This system is to be constructed and located in accordance with the enclosed approved plans and with the "In- ground Soil Absorption Component Manual for Private Onsite Wastewater Treatment Systems VERSION 2.0" SBD- 10705 -P (N.01 /01). • The leaching chambers must be installed in accordance with the manufacturer's printed instructions, the plan approval and Comm 83, W is. Adm. Code system sizing criteria. If there is a conflict between the manufacturer's instructions and the plan approval, the plan approval and code requirements will take Condl precedence. • The plumbing for this project discharges to a private sewage system. The approval covers only APPF domestic /sanitary wastes directed into this system. The Department of Natural Resources must be contacted p ARTMENI regarding the treatment and disposal of all industrial wastes. N OF Fl • State and federal regulations prohibit the discharge of hazardous wastes to a private sewage system. Accidental SEE CORRE discharge of any hazardous substance to a private sewage system must be reported to the Department of Natural Resources or the Wisconsin Division of Emergency Government. • The well must be a minimum of 25 feet from any POWTS tank. chs. NR 811 & 812c DALE E HUDSON Page 2 7/8/2005 • 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. Stat • Comm 83.22(7) A copy of the approved plans specifications and this letter shall be on -site during constriction and open to inspection by authorized representatives of the Department which may include local inspectors. 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 WiSMART 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 i z NON- RESIDENTIAL POWTS DESIGN Conventional POWTS INDEX AND TITLE SHEET Project: County Materials Corporation Warehouse Facility Owner. County Materials Corporation Address: 205 North Street P.O. Box 100 Marathon, WI 54448 -0100 Legal Description: NE1 /4NW1/4, Sec. 34, T29N, R18W. Township: Warren / Village of Roberts County: St. Croix Subdivision Name: Lot No.: Parcel ID Number 176 - 1075 - 03-000 Plan Transaction Number. Index and title sheet Page 1 System sizing calculations Page 2 �U�D System cross section & detail Page 3 'R' CE. Site plan Page 4 005 System Management Plan Page 5 JUN 3 D 2 Attached soil evaluation report Page 6 Designer: Dale Hudson License Number. MP220853 Signature: <),.4 Phone No.: (715) 684 -3378 Date: June 27, 2005 '10" y . P,.D 0 O 3 C , COM�,FR Z LolNGs SPp JUN.29.2011> 10:51AN COUNTY MATERIALS MARATHON SALES N0.223 P.2i2 1650 Gallon, 2- �Corri� �a�rt�ment Septic Tank sr „ . 2 90 59 sp 0 XnlargedDetafl 72" 78" t 00 t/j ~ 1003 Gallops 652 Gallons Q r r, a tvta Lid = in G � •� Wall. 28 M L L ..: SID VIEW za° a e. 0. 6" id ILk ;" Oudoc 8" Air Space 2 „ 4 * r•1 WC % i o � 38" Liquid 55" a u 44" Depot 41 q 3" c Manhole opeulugs „ a Z Taper n n 'ibis is props aLW hjf=utioA, and remains the propettp of Del Zotto Products of Minnesota. Inc. Thm Drawins And Df pensions have been drawn especially for: County 1VMateyUh C orp ` 496 Brandenburg Awe. Polveth l 1VS ri . Y Cue ef' lk W>< 54452 Baffle 715 -536 -7936 715 -536-1676 (Fax) r Drawing Approved By: Ropsetfc Date Approved-, The t'bmpmgyTersons named above shall be given 1 t uriuen permission upon purchase of the Concrete Form to drjph=e andpromore sales literavire on this septic rank by. .Del Zo&o Products OfMinnesoft.Inc. Craslort 1650 — Gallon 2- Conmartmgjg SeRtie Tarok (Pour;d in Placc) Drawing: D Z -1650 2crap Drawing by: J'BB Date: 11!18!201)4 838 AM ® I999 .. D ] Z O"O FtO& is of 16nuesota, IAt, shaU Pmtm an Patents, Patents Panting. Copyrights, aad Proprietary h]fa maoM Z 'd O ' 100 1d puZ ssels" d gjeq oa-0N3 NV99 :11 9002 '6Z,unf J1-11 -2005 11:11 AM A.C.E. Soil & Site Eval. 715 248 7764 P.01 I System Deer C alewatiun$ Cmmty Materials Warehouse foci JOB DF.SCRIP'1'ItON: C.owmdiouiii POW'1'S to sarvice propasad 24,10* sq. I. wamho we WO v kitern design bred w proposed 69dq with six (6) eMPlaysa §, I reMM with shows, na dining fildlities I I i ne ft" mint. ABSORPTION AREA !qr7 M- 1. Design, wastewater flow: .1D7 W gpd ( 138.00 gpd estimated wastewater ftowX150%conversion &ckw) = 207.00 gpd Design Flow (6 wardomie emplOOM all shifts) (13 gal. / aosarpant) = 78.00 gpd (6 enlploync shMWM A shift) (10 gal. 60 SPd Estim ied wastewater floe = 138.00 gpd 2_ E s ft grade dcvations: rrt 13-3 rt r S(;fi tee„_ = 90[_07') 3. Depth to limiting older: = (dev. = 93.56') 4- Proposed system dev.: - , 5- h iil mfm Y of soli at or within 36" of system dcvattaa = 6 4 ,gldts q -t1- 6. Ab@o ptiion x= rc*dre& . 517.30 207.00 gpd design f m / 0.4 Gpd - 317.50 sq. fl. absorption Brea t+equlxod 7. Abrorptian arses prpposod: 17 1 so fq s (CWe dintritmdan tnmwb 521.50 sq. R per distrdratiore trlench, one tzena proposed, 27 total lrhfllMW "Qnidc C StaadUd ch u obese. M&A per chamber = 19.10 sq$ , EISA per pair end Cap 5.8 ss:i. fib 27 chambers X 19.10 sq, fl = 41 Z se ft U l p * c:n d cps X 3.8 sgAL cad► = S fifi srq per nalt 521.50 sq. fl, per or l Number of trcadw: Chm(l).0 27 !Oi * a" 2129dard charntrrn X MXLCh Ummch width (A): 344"_ ostrich leno (11): 102 -00 .WPn '. TANK CAMITY- 1. Design wastewater flow =19,5.00 gpd 207.00 gpd / 73 gpd = 2.76 gpd person egadvalerwy 2. Mimlulum regWred agracity - 812 25 Cwl-C (207.00) + (11.61 x 2.76 x 2'h + (46.77 x 2.76) - 000.17 *Otegwt a a two year maintananoe cycler) 3. nupowd Capadty lk 0 dctorer d A ft clu„.y,r�t � c T1,6�7 9a ORUans uy„�t ey.�ctw- EQ IAr i7_ED 1;M IMa ftISMRIBI MOM Single trscnch proposed. DWftI;ud= of eflldreW tbmagl l trades' nos sogaiirod. Sot dMH at (rage 3. Pg, 2 of 6 ' o rla ca /C A P �v N w N� c e tz F A CD W ■mow. ■=W= m 2 N win= A 1 °MEN m �f r' own CO ■m■"""" E no e w ■® !s� . I I � C A I �O J A I 3 i I I I �SOi(e ✓a/ucLoi ; Soctt� arm t/ QcEen��o> - Ar: � Flooreleµ Evbc- 47B.d>� J I = 4vo' E3enca, rvtor � � " 7 ' /Pc c 1 °� /93.2 A ssu ed e/e% _ It, AIE.6.M.-*7a rodc5fa -t l _ io3.o3' o. r 1 cs. dew �,' Qyo, 63 �. y "S�c(OPd.C', e� /uth¢ /, "„� � .'%��opoSR- ddrSperSc/te�lat �,• fo l�i�Su /a ftd �v/ic< /ice '� 3 "w'd' 27 Wct i/ ,,• . 64 /otJ C ✓ ?W4j. / a�FQ. , - �'��;%t`iafor cha.., 6a�,5. ' Gon9bi naf�'or+ fa -/.E'er (� G�ada SE4�c' beuStdastWacrw �/"Scl.. do o bur'44i Sewwe 614e J Jo3,l SyO c t�A�c! —va j /4 fe d QS per ce6'le• r �(99o.9z' .t f/ugo' Proposed ularel,oksc Pro_ e.C /oc.afion 3fJlo SC4& — -,�- 704 , 4 ✓e. — — — — Ar e-co.st 61bad n ponds b�o�+t' (�ioposcd plant- Iw.�rs. Y cJa�eliocc5 P. opt Conventional Septic System Management Plan Pursuant to Comm 83.54, Wis. Adm. Code General The conventional septic system shall be operated in accordance with Comm 82 -84 Wis. Adm. Code, and shall be maintained in accordance with component manual B -105 7- R 6/99. All local and/or state rules pertaining to stem maintenance p anus S D 6 P( ) p g system and maintenance reporting shall be complied with. Testing effluent quality The sewage effluent generated at this site may exceed the high strength effluent concentration levels as established by the Wise. Dep't. of Commerce. Influent quality entering the dispersal component of the POWTS may not exceed 220mg/L B0135, 150 MG/L TSS, and 30 mg/L FOG. Periodic testing of effluent concentration will begin 45 days after the system is placed in service and will continue at 4 — 6 day intervals for a period of 30 days with 6 samples being collected within that period. If concentration levels exceed Dep't. of Commerce standards, a pretreatment component will be installed between the existing septic tanks and the pump chamber. Effluent quality will be assessed as described earlier. Results of testing will be submitted to the County Zoning Dep't. with a copy forwarded to the Dep't of Commerce approving agent. Influent flow mad not exceed maximum design flow specified in the system design and sanitary permit. Grease Interceptor An individual licensed by the Dep't of Commerce to inspect, install or service POWTS components shall inspect the grease interceptor on an annual basis. The interceptor shall be emptied of collected materials as needed to prevent their passage through the interceptor. Septic Tank Septic tank servicing mechanics comply with Comm. 83.54(1)(e). Septic tank to be located within 150' of service pad, with bottom of tank to be _< 15' below service pad elevation. The operating condition of the septic tank and outlet filter shall be assessed at least once every two years by inspection. The septic tank contents shall be removed when the sludge and scum in the tank exceed 1/3 the liquid volume of the tank. The contents of the septic tank shall be disposed of in accordance with NR 113. Wis. Adtn. Code, by an individual certified to service septic tanks under s. 281.48, Stats. If the contents of the tank are not removed at the time of a biannual assessment, maintenance personnel shall advise the owner of when service will be needed to maintain less than 1/3 scum and sludge accumulation in the tank. The outlet filter shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the filter when removed from its enclosure. If the filter is equipped with an alarm, the filter shall be serviced if the alarm is activated. Septic tank manholes risers, access risers, and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8 inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into the tank. No individual should ever enter the septic tank as dangerous gases may be present that could cause death. Septic tank abandonment shall be in accordance with Comm83.33, Wis. Adm. Code when the tank is no longer used as a POWTS component. The addition of biological or chemical additives to enhance septic tank performance is generally not required. ff such products are used they shall be approved for septic tank use by the Department of Commerce, Safety and Buildings Division, Soil Absorption Cell Trees or shrubs should not be planted directly on the soil absorption system. The area above and around the system should be seeded and mulched as necessary to prevent erosion and provide some degree of frost protection. Traffic (other than for vegetative maintenance) over the system is not recommended. Soil compaction may hinder aeration of the infiltrative surface within the system and will promote frost penetration during cold weather months. Observation pipes within the dispersal cell shall be checked for effluent ponding, Ponding levels shall be reported to the owner. Levels above 4 inches indicate an impending hydraulic failure requiring additional, more frequent monitoring. Contineencv Plan If the grease interceptor, septic tank, pump chamber or any of their components become defective the tank or component shall be repaired or replaced to keep the system in proper operating condition. Excessive ponding within the dispersal cell will be eliminated by installing a new soil absorption cell to bring the system into proper operating condition. Questions on the operation or maintenance of the system should be directed to installing plumber, Dale Hudson at (715) 684- 3378, or the St. Croix County Zoning Department at (715) 386 -4680. �5. r 1932 #isconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3 Division of Safely and Buildings in accordance with Comm 85, Wis. Adm. Code A.C.E. Sal & Site Evaluations Attach complete site plan on paper not less than 8%x 11 inches in size. Plan must County St. Croix include, but not limited to: vertical and horizontal reference point (BM), ddrection and percent slope, scale or rjmemsons, nor arrow, a d location and distance to nearest road. Parcel I.D. � 176 - 1075-03-000 Please print all lnfonnat/on. Reviewed By Date Pownal n(omwhon you provide may be used for ascmdary pr+Pom (RM9 Law, s. 15.04 (1) (m)). Property Owner Property Location County Materials Corporation Govt. Lot NW 1/4 NW 1/4 S 34 T 29 N R 18 W wn Property Owner's Wiling Address Lot # Block # Subd. Name or CSM# 205 North Street, P.O. Box 100 City State ZJp Code Phone Number City Jd village 1W Town Nearest Road Marathon I WI 1 54448 (715) 749 -3927 Roberts 1 1203 70Th Ave. NJ New Co witruction Use: Residential / Number of bedrooms Code derived design flow rate 130 GPD f Replacement 1/ Public or commercial - Describe: Warehouse Parent material Glacial drift Flood plain elevation, if applicable na General comments and rte: Install conventional POWTS using two trenches with combined E.I.S.A = 857.15 sq. ft at elev. 97.00'. 1 Boning # -j Boring ❑ J✓ Pit Ground surface elev. 100.97 ft. Depth to limiting factor 102 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munseli Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 - Eff#2 1 0-13 10yr3/2 none sil 2fsbk mfr cs 2fm 0.6 0.8 2 13-22 10yr4/3 none sici 2msbk mfr CW 1fm 0.4 0.6 3 22 -30 7.5yr4/6 none gr Is Osg ml CW 1fm 0.7 1.6 4 30-62 10yr4/6 none gr s Osg dl cW 1fm 0.7 1.6 5 62 - 102 10yr5/4 none s Osg dl aw - 0.7 1.6 6 102 -134 7.5yr4/6 f2f 7.5yr5/8 sl 1 msbk mfi - - 0.4 0.7 a Boring# Boring 1I Pd Ground Surface elev. 99.41 ft. Depth to limiting factor 88" in. Sod Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Rood GPD/ffr in. Murrell Qu. Sz. Cont. Color Gr. Sz_ Sh. 'Eff#1 'Eff#2 1 0-12 10yr3/3 none sil 2fsbk mfr cs 2fm 0.6 0.8 2 12 -36 10yr3/2 none sil 2msbk mfr cW 1fm 0.6 0.8 3 36 10yr3/3 none cosl & gr 2msbk mvfr cw lfm 0.6 1.0 4 53-88 10yr5/4 none gr s 0sg ml cW 1fm 0.7 1.6 5 88-126 7.5yr4/6 12f 7.5yr5/8 sl 1 msbk mfr - - 0.4 0.7 I ' Effluent #1 = BOD ? 30 < 220 mg/L a4TSS >30 < 150 #2 = BOO mg/L and TSS <,0 mg(L CST Name (Please Print) Sigrnature. CST Number James K Thompson 3602 Address A.C. E. Soil & Site Evaluations Date Evaluation Conducted.. Telephone Number 340 Paulson Lake Lane, Osceola 6/22/2005 715- 248 -7767 property owner County Materials Corporation Parcel ID # 176 - 1075- 03-000 Page 2 of 3 3] goring # Boring ✓J Pit Ground Surface elev. 99.56 ft. Depth to limiting factor 72" in. Soil Application Rate Horizon Depth Dominant Color Redox Desaiptm Texture Structure Consistence Bourdary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `EtT#1 `Eff#2 1 0-12 10yr3/3 none sil 2fsbk mfr cs 2fm 0.6 0.8 2 12 -34 10yrM none SO 2msbk mfr cw 1fm 0.6 0.8 3 3451 10yr5/3 none cost & gri lmsbk mvfr cw 1fm 0.4 0.7 4 51 -72 10yr5/4 none grs 089 ml cw 1fm 0.7 1.6 5 72 -103 7.5yr416 f2f 7.5yr5/8 sl 1 msbk mfr - - 0.4 0.7 F - 1 Pit Ground Surface elev. ft. Depth to limiting factor in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Stnudure Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 `Eff#2 F-1 # Boring ft. Depth to limiting factor in. Pit Ground Surface elev. � 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 I ' Effluent #1 = BOD 30 < 220 mg/L and TSS >30 < 150 mg/L ` Effluent #2 = BOD < 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 60 8-264 -8777. Sor(e r/a/cca �%o� / oE Sou 5& rn7 rays 2c�er- a ,, rea ♦ Fl o or aleµ Eo 6t_ 978, • ♦ E Xist.%r� � Wade. e/tc� E3en4%»1Q. ris - of %3 ` 6ar. N Rte, if J93.z A ssct n ed thx = iae.,no S+E�c. o , .S.G.S. flea: ` � 63 qq• - , l ' � t � /03 9S' �'oPoScd Lva�el,ousC _ 70`A -4 ✓e. bldg. /Y �cn�lon ponds bl plant- A-op o s t d (arapo5td �� v c.Jarelou.se '� P,,3aF 1932 SOIL EVALUATION REPORT p 1 of 3 Division of Sdtety and Bindings in accordance with Conran 85, Wis, Adm. Code A.C.E. Sol & Site Evakiations Attach complete site plan on paper not less than 8 x 11 inches in size. Plan must County St Cronc include, but not linided to: vertical and horizontal reference Point P", direction and percent slope, scale or drrremsions, north arrow, acrd location and distance to nearest read. Parcel I.D. 176 - 1075-03-000 Plaa ?rt aNl irrhor:na>Yar. R D Plerwrret irbrrrmtiarr you law. .15.04 (1) (mp. `� 20) 2bo Property Owner , .., , - - -' Prey County Materials Corporati�' Goy, Lot NW 114 NW 114 S 34 T 29 NR 18 W Property Owners MON in � Lot # Block # Subd. Name or CSM# 205 North Street, P.O. Box �Y A City .te Village Town Nwed Roast Marathon Roberts 1 1203 70Th Ave. 01 New Construction Use: Y f Residential / Number of be roorm Code derived design flow rate 130 GPD I Replaicerrient 01 Public or commercial - Describe: Warehouse Parent material Glacial drift Flood plain elevadon, 9 applicable na General comments and - Instal conventional POWTS using two trenches with combined E.I.S.A = 857.15 sq. ft at elev. 97.00'. M 01 B or i ng # I soft Pit Ground Surface elev. 100.97 ft. Depth to fnyiting factor .-- in. Sot Application Rate Horizon Depth Domamnt Color Redox Description Textiue Structure Consistence Boundary Roots GPD/ff lo. W sel Qu. Sz, Cont. Color Gr, Sz. Sh. *Eff#r1 - E 1 0-13 10yt32 none si 2fsbk mfr cs 2fm 0.6 0.8 2 13-22 10yr413 none sid 2msbk mfr cw 1frn 0.4 0.6 3 22 -30 7.5yr4/6 none gr Is 0s9 ml cw 1fm 0.7 1.6 4 30-62 10yr4/6 none gr s 069 d cw 1fm 0.7 1.6 5 62 -102 10yr5/4 none s 069 d aw - 0.7 1.6 6 102 -134 7.5yr4/6 12f 7.5yr5/ sl 1 msbk mfi - - 0.4 0.7 Am Pit Ground Surface elev. 99.41 ft. Depth to knoig fww 88" n. Soil Application Rate Hoctw Depth Dominant Color Redox Description Tafte Stmctiae Consistence Boundary Roots GPOff au. Munsell Qa. Sz, Cont. Color Gr. Sz. Sh. *Eff#1 I *Eff#2 1 0-12 10yr3/3 none sl 2fs3bk mfr cxs 2fm 0.6 0.8 2 12-? 10yr3/2 none sl 2msbk mfr cw 1fm 3 36-53 10yr3/3 none cosl & gr 2msbk mvfr cw ltin 0.6 1.0 4 53-86 10yt5/4 none gr s 089 ml cw 1fm 0.7 1.6 5 8$-126 7.5yr4/6 t2f 7.5 /8 sl 1 msbk mfr - - 0.4 0.7 r 9 .m * Effluent #1 = SOD 30 < 220 rng1La4TSS >30 < 150 * - 02 = BOD <30 mglL and TSS <—W mg/L CST Name (Please Print) Signature: - CST Number James K Thompson d - 3602 Address AC.E. Sol & Site Evaluations Date Evaluialion Conducted Teleplwne Number 340 Paulson take Lane, Ouaceofa 6222005 ` "' 715 -248 -7767 r Property Owner �untY MaferialS Corporation Parcel ID # 176 - 1075 -03 -000 Page 2 of 3 F3] �g # Boring Pd Ground Surface elev. 99.56 ft. Depth to line t V factor _ 72:__ in. Soil Appgratim Rath Horizon Depth Dominant Color Redox Desmp fim Texture Structure Consistence Bmxlary Roots QPDW in. Murrsell Qu. Sz, Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0-12 10yr3/3 none d 2fsbk mfr CS 2fm 0.6 0.8 2 12 -34 10yr32 none so 2msbk mfr Cw Urn 0.6 0.8 3 3451 10yr5/3 none cost & g l msbk mvfr cw ft 0.4 0.7 4 51 -72 10yr5/4 none gr S 0S9 ml cw Urn 0.7 1.6 5 72 -103 7.5yr4/6 f2f 7.5yr5/8 sf 1 msbk mfr - - 0.4 0.7 F—I B # m9 J Pit Ground Surface elev. ft. Depth to bmbg factor in. SW A Rate Horrzan Depth Dominant Color Redox Description Texture Structure Consistence Bourxlary Roots in. M red Qu. Sz. Com. Color Gr. Sz. Sh. 'Eff #1 '011#2 i F-I 8# _1 J 9 Pit Ground Surface elev. #. Depth to Wn&V factor in. Sod Application hate Horimn Dew Domloant Color Redox Descrom Texture Structure Cortsisbnoe Bourxfary Roots in. Muradl Qu. Sz, Cont. Color Gr. Sz. Sh. `Eff #1 •Eff#2 ' Effluent #1 = BOD 30 < 220 ng/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD <30 mg/L and TSS <30 mg/L The Depathnent 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. �50i(e ✓a/ua.'o��o %� �fea Floof¢!eµ En6t,974 m' r, i Q2n C'k MAY : - ra of A5 R A t /yam A ssu,• ed ekr. =, -eo ,Q /�.B.M•�Topo�' radcS6a�t'r. EI = / O. S .S.CS. t!¢N. � �,' �� ,' ,• 63 " Al f i , Grncle 5�''�e /o3.9s" (99/,27) 70 ve �'roPosed Lvarebaust kt37s" Pro j ec� /o ca fto�, 3f-/Jo 5ca /Z prtta st bldg. -`—`�' SCarMCcEci f'c�cn��on Qt{7ai! Po f7 Sales ��" plan' plant P,-opostd I ST CROIX COUNTY SEPTIC TANK MAINT , AGREEMENT AND, OWNERSHIP CERT[FtCATON FORM Owner/Buyer D a Carp Mailing Address Propetty Address �at�Ze (Verification required from Planning Degnrtmeat for new construction) City/State /1 a �P r L(jr' Parcel Identification Number / ��v'�� ! J ' �3 �0 LEGAL DESCRIPTION Pro Location V` NN < < P3' 1� �•, /, Sec a N -R , 1 �/ � , y/ W Town of !/t/ (� Subdivision Lot # l .`�'� 2.6 Certified Survey a # _ `7 � Y P Volume Page # f Warranty Deed it ---7Z 1 �Z . Volume Page # 49.3 fv Spec Mouse O yes0no Lot lines identifiable. Wyes 0 no OLSTEM-AfAR9MNANCE, ImBMper use and maintwaa xof your updc syseemeodd rank is its failure to ban&c wastes. Pmpermaiat=we consists of paa4figg out the septic task every thr+ce Ycars or sooner; if n dcd by t Scented piunq= What yoct pat into the system can affod$e' of the septic tmk fteatmaxtstirm a trasta l ystcm, 17rc property owner agrees to svbmit to SL Ctoar T.oaiag Depactmrat i ceztifii�tion four, sipa by the �ow and ty, a ' p J OUMC Y =n p lmbcr rcsftictodph=bcrvrafiocmdpampervcffybgfflit ( I)d ieoaaitov�asteav2Lerd 'ispasalspsOcin is in P operating condition aad(or (2) after mgnctica and pumping (if woessny), dm scpticctank•is less $an M M of sludge. _ " e. Ge $ have read the above reqair=cats aid ag= to mintaIa the private vcmge disposal system vidt the standards . sd forck .'as set by the Department of Commerce and the DVntmart of Natuzal " stating the your septic R� State of Wisconsin.- Cetttf`„tcation sJA= has been maintained most be eompletAd and rctumcd to lac St Croix.Cotmty Zoning Oniiee within 30 daysof throe yrar eaTim on date. 1140 SIGNA OF APP CANT DATE O WNER- CERTMCATION I (we) certify that aU state meats on this form are fin to the best of my (our) knowledge. I (we) am (art) the owner(s) of the Property described above, by virtue of a warranty dood r+ecor�ed in Register of Deeds Office. 1/Z/ o s SIGNATURE OF APPLICANT DATE « < « « «« Any information that is nusAg=scntod may temp is the sanitary permit being revoked by the Zoning Department « «• «.« «« Include with this application: a stamped warrxaty doed from the Register of Deeds office a copy of the certified survey map if reference is made in the warranty deed 03:27 P 07/20/2005 M Parcel #: 176 - 1075 -03 -000 l Alt, Parcel M 34.29.18.596 176 - VILLAGE OF ROBERTS Current X ST. , Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 11/03/2004 00 0 Tax Address: Owner(s): * = Current Owner * COUNTY MATERIALS CORP C OUNTY MATERIALS CO PO BOX 100 MARATHON W154448 Districts: SC = School SP = Special Property Address(es): * = Primary Type Dist # Description * 1203 70TH AVE SC 2422 ST CROIX CENTRAL SP 1700 WITC Legal Description: Acres: 5.650 Plat: N/A -NOT AVAILABLE SEC 34 T29N RI 8W PT NW NW LOT 2 CSM Block/Condo Bldg: 8/2179 ALSO PT OF LOT 1 CSM 8/2179 AS DESC IN 1094/522,523 ANNEXED ('04) FKA Tract(s): (Sec- Twn -Rng 40 1/4 1601/4) 042 - 1095 -80 -110 (529C -10) 34- 29N -18W NW NW Notes: Parcel History: Date Doc # Vol /Page Type 11/03/2004 778856 2688/461 AMMEND AX 09/24/2004 775172 2662/036 WD 08/30/2004 772963 2646/001 ANNEX 07/23/1997 1092/522 WD more ... 2005 SUMMARY Bill M Fair Market Value: Assessed with: 0 Valuations: Last Changed: 05/16/2005 Description Class Acres Land Improve Total State Reason MANUFACTURING G3 0.000 0 0 0 NO Totals for 2005: General Property 0.000 0 0 0 Woodland 0.000 0 0 Lottery Credit: Claim Count 0 Cert i f ic at ion Date Batch #: Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 .U: 2662P 036 WARRANTY DEED KATHLEEN H. WAL REGISTER OF DEEDS OopumentNumbec ST. CROIX CO. , WI RECEIVED FOR RECORD 09/24/2004 09:30AN County Concrete Corp, a Wisconsin WARRANTY DEED ...... .. EXEN" • Co . rpor at on ........................................... .... ........................... REC FEE: 13.00 TRANS FEE: ......... ...................................................... ................ . ................... ........... ._ COPY FEES conveys and warrantsto.... Mat er ial ..`�'.....Cor�?.,._.._.... CC FEE: PAGES: 2 . . . a . .... . Wis .................. ......................................................................................................... ............................... Recording Area ....................................................................................................... ............................... Name iM Return Address . the following described real estate in ..... ..... ....... ... ....... ..... ............... ........... County, County Materials Corp State of Wisconsin: P O BOX 100 See attached addendum Marathon WI 54448 This Warranty Deed is not to convey property, ©q'ca _ _„` 0-qS"_ a) - /f0 but supercedes the Warranty Deed Docket # 761370, dated the 16th day of April 2004 34.29.18.529C10 (Parcel Identification Number) .. .homestead property. Dated this.......? 2 .nd_. -_day of......$2pteIilb ... This-is— ....... (is) or (is not) �f�.... . .............................. ............................. . ...Robert...Stoehr........s.. �.x. tarY • ...................................... . ............ ................ I .............. ....... ................................. ............................... ................................................... ............................... AUTHENTICATION ACKNOWLEDGMENT Signature( s)............................... ................ ............................ STATE OF WISCONSIN ........................................................... ............................... ... Marathon........County. Personally came before me authenticated this............ day of., this..22 naday of . Se pt _20 0.4 the above named Robert Stoehr Sigiiafure ............................................ ............................... ................. I............................ . ..... ... .......................................................... ............................... ............................................................. ............................... type or print name ................ I ........... I ............. -.- .......... ...... ............................... ............................................................. ............................... TITLE: MEMBER STATE BAR OF WISCONSIN (if not ................................................... ............................... ............................................... ............................I-- .......... authorized by SS 706.06, Wis. Statutes) to me known to be the person............ who executed the foregoing `Names of persons signing in any capacity should be typed Inst ent and acknowledge the same, or printed below their signature. a 7:. .... type or print name.....l a ][>1 ...,Vretl'7!Q. 7........... No Public.... /7..�.C4rQ -!{7D, ., Notary .............. �-- -._ -.- .......County, Wis. `�NS H M Commission i Cp� My mmsson s permanetif t t expiratio n. ( no, state expraton `���� `C Mark Bartelt •�ti� -- - ---- ------- - ----- - ------ -- -- -- --- -- --- ---- - -- - This instrument was drafted by (type or print name) date:......... .......... J.f'-. S ....... .................... 20.4LR..... � • -1 ' SYDOW -FORM. WDI 2662P 037 Part-of the Northwest Quarter of the Northwest Quarter (NW1 /4 of NW1 /4) of Section 34,and part of the Northeast Quarter of the Northeast Quarter (NE1 /4•of NE1 /4) of Section 33, all in Township 29 North, Range 18 West, Town of Warren, described as: Lot 2 of Certified Survey Map filed in volume 8, Page 2179, as Document No. 454291 of Certified Survey Maps. TOGETHER WITH and SUBJECT TO reservations,restrictions, easments and rights -of -way of record, if any. A of land located in part of the M41 /4 of the NWl /4 of Section 34, T29N, R18W; Toun of Warren, St, Croix County, Wisconsin; being part of Lot 1 of Certified Survey Map recorded in volume 8, Page 2179 at the St. Croix County Register.of Deeds Office; further described as follows: Comm nncina at the NW Cdrner• of Sectiod - 34; thence 500 @18'41 "W, alona the West,line of the NW1 /4 of said section, 721.55 feet to a point oh the south line of Lot 1 of Certified 'survey Map recorded in Volume 8, Page 2179 at the 5t. Croix County Register of Deeds Office; thence 585 6 37'05 "E, along said south line, 40.05 feet to the westerly line of a roadway easement as shown on said Certified Survey Map and the paint Qf•be!Zinning: thence s85u11'44 11 E, 569.37 feat; thence 500 "E, along the east line of said lot 1, 532.82 feet; thence 589 along the sduth line of the NW1 /4 of the NW1 14 of said section and beingr -the south line of said lot 1, 326.01 feet; thence N22 6 34'41 "W, along the west line of said lot 1, 172..61 feet to the SW corner of Lot 2 of said Certified Survey Map; thence N67625 "E, along the south.line of said lot 2, 300.28 feet; thence N00616'10 "E, along the east line of said lot 2, 268.29 feet; (hence 567 6 25'19 "W, along,the north line of said lot 2, 404.45 feet; thence* N22634'41 "W, along the west line of said lot 1, 209.49 feet to the pgInt of beainnina. Above described parcel contains 3.65 Acres (158,823 Sq. Ft.) and is subject to all easements of record. , f LINE TABLE LINE BEARING LENGTH LINE BEARING LENGTH C - B N52 "E 165.05' H - J S22 "E 34.94' B - A N52 11 E 54.04' N - L 567 "W 338.45' 8 - D S89 "E 55.29' L - K $61 11 W 66.00' L - I N22 "W 244.43' CURVE DATA RADIUS CENTRAL CHORD CHORD ARC TANGENT TANGENT CURVE LENGTH ANGLE BEARING LENGTH LENGTH BEARING BEARING H - F 533.00' 19 N12 "W 183.79' 164.72' N22 "W NO2 "W I - G 467.00' 19 N12 "W 161.03' 161.84' N22 "W NO2 "W SURVEYOR'S CERTIFICATE 1, Allen C. Nyhagen, registered Wisconsin Land Surveyor, do hereby certify that by the direction of the Bank of St. Croix I have surveyed, described and mapped the land parcel which is represented by this Certified Survey Map; that the exterior boundary of the land parcel surveyed and mapped is described as follows: A parcel of land located in part of the NW4 of the NW4 of Section 34 and in part of the NE- of the NE,' - of Section 33, all in T29N, R18W, Town of Warren, St. Croix County, Wisconsin; further described as follows: Commencing at the NW corner of said Section 34, being the point of beginning of this description; thence N89 "E, along the north line of the NW4 of said Section 34 and centerline of town road (70th Avenue), 603.00 feet; thence S00 "E 1306.75 feet to the south line of the NW4 of the NW of said Section 34; thence S89 "W, along said south line, 326.01'feet to the northeasterly right -of -way of U.S. Inter - state "94 thence N22 "W, along said right -of -way, 629.34 feet; thence N85 "W, along said right -of -way, 179.67 feet; thence N41 "W, along said right -of -way, 211.03 feet; thence N04 "E, along said right -of -way, 119.99 feet; thence N04 "E, along said right -of -way, 120.17 feet; thence N11 1 39'07 11 E, along said right -of --way, 182.36 feet; thence N52 "E, along said right -of -way, 219.09 feet to the north line of the NE,' - of said Section 33; thence S89 "E, along said north line, 52.94 feet to the point of beginning. Above described parcel is subject to right -of -way for town road (70th Avenue) as shown on this map and all other easements of record. I also certify that this Certified Survey Map is a correct representation to scale of the exterior boundary surveyed and described; that I have fully complied with the current provisions of Chapter 236.34 of the Wisconsin Statutes and the Land Subdivision Ordinance of the County of St. Croix in surveying and mapping same. 3�±al4? C. C ALLFEN EN 7 5. Allen C. Nyhagen s? p �— / Z CJ ���pQds��rsa� VOLUME 8 PAGE 2179 ` Y - nj'' /� sohh 434 CERTIFIED SURVEY MAP Located in part of the NWh of the NWT. of Section 34 and in part of the NEU of the NEU of Section 33, all in T29N; R18W, Town of Warren, St. Croix County, Wisconsin. Unplatted Lands H} Corner of 'tj/ S89 057138 11E NN Corner of N} Corner. of Section 3 3 y / 52.44' Section 34 North line of the NW} of Section 34 Section 34 589° 7'38 "E 603.00 — — N89° E 0'38 " 2608.08' 6 .� - ;R 7 A VENU E 2025.22' North line of the NEI ,Lti. - i ( 1 — N89 ° 50'38nE + 598.30' o y of Section 33 'l' 1 66' 1 577.42 1 1 .•i c `�l to ..y .... Y as 4 N04 ° 21' 14 "E e Ll g Hous 120.17+ N G 4 a Y� !•. - 2 A 1. O N04 0 24 1 03 "E ❑0 0 1 LOT I ° « 119.99' Outbuildings 14 F a 772,120 Sq. Ft. Including R/W ° y (17:73 Acres) I S (15.85 690,601 Sq. Ft. Excluding R/W Acres) 1 1 79 . 87 , N$ 0 37 1 05 "W e !y OWNER o f, x �Building '�" °rs Septic system va % Bank of St. Croix a, easement to be o. f LOT 2 M released upon 500 W. Boulevard ec Roberts. WI 54023 _ a o extension of ni p \� municipal sewer. 25,19 e9 °43 50sE . - �• Area of Lot 2 + SCALE IN FEET ►: 87,120 Sq. Ft. 1 200 100 O 200 3' 2.00 Acres ae S89 0 53+42 "W 326,01' South line of the NW} of the URI f Section 34 LEGEND !� Unplatted Lands • 2" Iron Pipe Found !* O .� `41381 0 1" x 24" Iron Pipe Set, weighing C"31 ,��� C) 1.68 Ibs, per linear foot. x Existing Fenceline g e O 2" x 30" Iron Pipe Set, weighing> 3.65 lbs, per linear foot. HUDSo1'd, WiS. This instrument drafted by Fran Bleskacek Proj. No. 88- 23 jj9E 8 PAG. 2179 St. Croix County Map Output Page Page 1 of 1 St. Croix Count Ma in e i .. � µ ,n 7 � � � v i t i -J �, legend N Ld*-1Pal 9ck"ar*S St. Croix County Planning Department O baivlrlons 1101 Carmichael Road °ef liyr d -L1ey Maps Hudson, WI 54016 0 RarQlr Phone: (715) 386 - 4674 �] Ira�rmd Oral r DISCLAIMER: The information contained on this map is advisory. Map Streams accuracy is limited by the quality of the public records from which it was Dartr prepared. It is not intended as a substitute for an accurate field survey. Perreryal cream 1n*rm111en1 0%*am AERIAL PHOTOS : Aerial photography is date - sensitive. Features that exist presently in the County may not be present in the photos. h ://72.21. 230.178 /servlet/com.esri.esrima .Esrima ?ServiceName= StCroixOV &Client... 7/20/2005 ttp p P _ ST. CROIX COUNTY ZONING DEPARTMENT AS BUILT SANITARY REPORT Owner __ ;'r, l� Property Address City /State Y VAJ Legal Description: , Lot 4L Block NJ - Subdivision/CSM # = `1 sy e241 N w '/a N t/a, Sec. 3�L, TAN -RLW, Town of PIN # aq A.'° 19 S'' SO " SEPTIC TANK -- DOSE CHAMBER -- HOLDING TANK INFORMATION: 004 s i Tank manufacturer Cv+-c. � Size ST/PC J 5 " O / l a 6 Setback from: I O E Well * 7 P/L 7 Pump manufacturer 7 Model /' o Alarm location (HOLDING TANKS ONLY) Setbacks: Service road Vent to fresh air intake Water Line Meter location Alarm location SOIL ABSORPTION SYSTEM )4-S 5T .-z N Type of system: Width Length Number of Trenches Setback from: House Well PIL Vent to fresh air intake ELEVATIONS Description of benchmark 6 - - `-e-0 4'O levation / °O Description of alternate benchmark Elevation 6XPJ P, , n3 g6( *1) gso 4 ,q 9 , 4 ,344*2 ) 9 ,4,13 93,9 P Inlet 9 a ► 3 Building Sewer ST/HT Inlet ST O utlet !y� �T 101.x. PC P 13s � . a a.� Z � � Pa►<.., l a � , -7 B P,,a..,� � Top of ST Manhole Cover P" C . L 1 a! Distribution Lines ( ) () ( ) Bottom of System () () ( ) Final Grade O O ( ) Date of installation /it /1 9 Permit number ` State plan number a 11 11 Plumber's si nature L-3 �� License number �Z� 11 Date Inspector Complete plot plan i i NOTICE Please provide the following: • A plan view sketch showing everything within 100 feet of the system. • Two horizontal reference points to center of septic tank manhole cover. • Show alternate benchmark, if applicable. PLAN VIEW �N A ti , P 4 r k ; n q o c' 30 ' ARE 9 + Re s s P/RN pa", g : i X o IV 7 Q 4 a INDICATE NORTH ARROW NO fscoti-A Department ofCommerce PRIVATE SEWAGE SYSTEM County: afety and Buildings Division INSPECTION REPORT Cry i X F. GENERAL INFORMATION (ATTACH TO PERMIT) SanitaryPermi I Personal information you provice may be used for secondary purposes [Privacy Law s.15.04 (1)(m)]. 3445 5 Permit Holder's Name: ❑ Cit [] Village fft Town of: State Plan ID No.: COUNTY CONCRETE CORP. yWARREN C23 CST BM Elev.:. Insp. BM Elev.: BM Dpscription: Parcel Tax No.: ��ID � ot'O" aS 042- 1095 -80 -110 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI I FS ELEV. Septic ( Benchmark , S co, o Dosing * $W /4' ll « � B dg. Sewe Holding St /Ht Inlet -q SOjj TANK SETBACK INFORMATION St/ Ht Outlet `x•(00 9 .90 TANKTO P/L WELL BLDG. Ventto ROAD Dt Inlet Air Intake la- 19 q�• 3 Septic > /ct) l 7 tev, l of NA Dt Rlepttwl I � IS• ��Z i Ito Dosing �� / �0D �. / 3 NA HPafIPf I Maa 12(• NA Dist. Pipe Holding Bot. System PUMP/ SIPHON INFORMATION Final Grade � 4 � Manufacturer Demand (*; `W'. 0. 9 , l Model Number 40 GPM l' ID-60 q3. 1 TDH Lift Lriction�A& System TDH �Nt It 3 q Loo. 5 Forcemain Length I Dia. Fi 11 Dist. To Well lj 1 - ( �,3 10 (.Zb SOIL ABSORPTION M R � (0.la `i 3z ' BED /TRENCH Width L ngth �)f renches PIT No. Of Pits Inside Dia. Liqu DIMENSIONS DIMENSION SYSTEM TO P/ L BLDG WELL LAKE/STREAM LEACHING Manufacturer: SETBACK CHAMBER INFORMATION Type of Moe Number: System: 1 OR UNIT ION SYSTEM la 2-o "Os,n ,-. 7.26 Header / Manifold Distribution Pipe(s) x Hole Size x Hole Spacing Vent To Air Intake Length Dia. Length Dia. Spacing SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only ,S - 3.�•R► -.�� Depth Over Depth Over xx Depth Of xx Seeded/ Sodded xx Mulched Bed /Trench Center Bed /Trench Edges Topsoil ❑ Yes E] No E] Yes E] No COMMENTS: (Include code discrepancies, persons present, etc.) T. LO'CATp_IoO'N : ARRENp � 3 4. 2 9.18 5 22 9 C 1 , NW , NW 1203 70TH AVENUE — LOT 2 L� J V *0 rI 4. IS j 3. �o y 06 "t, 96- 11 - 1( - Plan revision required? [:]Yes 5& No s Z Use other side for additional information. J l R°( SBD -6710 (R.3/97) Date Inspector's Signature Cert. No. , ADDITIONAL COMMENTS AND SKETCH 0 SANITARY PERMIT NUMBER: e f� �.� , e ; a 3 . , 4 a E E a E E } 3 -- _ __ e , e . ........ _ E , , e i e ' a 3 i e u E e 3 r a s e t E _ ........ e, ._ a .e.... 3 a � � 1 o +.e e 3 .. _ ....... .......... �,.,.... ..... z s te ,— aaA f I f E a } Safety and Buildings Division r�iri ltl� r t ■Ift�■7flll7 SAN1 *PE IT APPLICATIOV Bureau of Building Water Systems r 201 E. Washington Ave. n cc S ls. Adm. Code P.O. Box 7969 � 5 1 0 � Madison, WI 53707 -7969 Attach complete plans (to the county copy ontem, on paper not less County C than 8 1/2 x 11 inches in size. ✓ CrC i See reverse side for instructions for completing this application State Sanitary Permit Number 3 q SZS The information you provide may be used by other government agency programs Check if revision to previous application [Privacy Law, s. 15.04 (1) (m)]. State Plan I.D. Number I. APPLICATION INFORMATION - PLEASE PRINT ALL INFORMATION gOOS2p Property Owner Name Property Location C:,oiA_k. q4j14 A/&)1/4,S - 31 T,2C ,N,Rl8 BMW Property Owner's M iling Address Lot Number Block Number 0-3 - 70 it" Az►� l I City, State ' Zip Code Phone Number Subdivision Name or CSM Number. vb eli- S, LZ �'Yn L3 77 Y14 J4 54- C ki S"/ 1Z I 1 ll. TYPE OF BUILDING: (check one) ❑ State Owned ❑ it Nearest Road E] Village CR Public 1 or 2 Family Dwelling - No. of bedrooms V Town OF a etv� - 7 0 III. BUILDING USE: (If building type is public, check all that apply) Parcel Tax Number(s) Q �- 1 ❑ Apartment/ Condo 2 ❑ Assembly Hall 6 ❑ Medical Facility/ Nursing Home 10 ❑ Outdoor Recreational Facility 3 ❑ Campground 7 ❑ Merchandise: Sales/ Repairs 11 ❑ Restaurant /Bar /Dining 4 ❑ ChuCch / School 8 ❑ Mobile Home Park 12 ❑ Service Station/ Car Wash 5 ❑ Hotel /Motel 9 K Office / Factory 13 ❑ Other: specify IV. TYPE OF PERMIT: (Check only one box on line A. Check box on line B, if applicable) A) 1. ❑ New 2 ❑ Replacement 3. ❑ Replacement of 4 AReconnection of 5 E] Repair of an - - - __ - System - _ - - - __ System Tank Only -------------- Existing System - --------- Existing System B) ® A Sanitary Permit was previously issued. Permit Number /- qq,r .1j I 3 , V Aj5 - &5 -- Date Issued g 4 V. TYPE OF SYSTEM: (Check only one) Non - Pressurized Distribution Pressurized Distribution Experimental Other 11 ❑ Seepage Bed 21 ❑ Mound 30 ❑ Specify Type 41 ❑ Holding Tank 12 ❑ Seepage Trench 22 , �ELIn- Ground Pressure 42 E] Pit Privy 13 E] Seepage Pit �5�11a_ t-j� ` r 43 ❑ Vault Privy 14 ❑ System -In -Fill VI. ABSORPTION SYSTEM INFORMATION. ` 1. Gallons Per Day 2. Absorp. Area 3 . Area 4 Loadin ate 5. Perc. Rate 6. System Elev. 7. Final Grade Required (sq. ft.) R�esr�(sq. ft.) (Gals/day /sq. ft.) (Min. /inch) Elevation 7' �' Feet Feet s Capacity VII. TANK in Ca allo Total # of Prefab. Site Fiber- Exper. INFORMATION g Ga n s l� anuf er's Name Concrete Con- Steel glass Plastic App New Existin r t r f strutted Tanks Tanks Ire o / ,t ...a.A. Septic Tank �v V rtty - ❑ ❑ ❑ ❑ ❑ Lift Pump Tank 1k ® ❑ I ❑ ❑ ❑ ❑ VIII. RESPONSIBILITY STATEMENT r I, the undersigned, assume responsibility for installation of the onsite sewage system shown on the attached plans. Plumber's Name: (Print) Plumber's Signature: (No Stamps) MP /MPRSW No.: s Phone Number: 7q 1— � 3 Plumber's Address Street, City, State, Zip Code): C) 6 A Rte- L_1� i yo IX. COUNTY / DEPARTMENT USE ONL ❑ Disapproved Sanitary Permit Fee (includes Groundwater D ate Issue Issuing Ag Signature (No Stamps) /� Approved ❑ Surcharge Fee) Owner Given Initial ( l 6 /gq /(�.(A1 Adverse Determination X. CONDITIONS OF APPROVAL / REASONS FOR DISAPPROVAL: SBO -6398 (R. 05/94) OISTRtBUT10N Original m County, One arpy !o: Safety & Buildings Division, Owner, Plumber INSTRUCTIONS Q e`l LO 1. A sanitary permit is valid for two (2) years. 2. Your sanitary permit may be renewed before the expiration date, and at a time of renewal any new criteria in the _ Wisconsin Administrative Code will be applicable. 3. All revisions to this permit must be approved by the permit issuing authority. 4. Changes in ownership or plumber requires a Sanitary Permit Transfer/ Renewal Form (SBD -6399) to be submitted to the county prior to installation 5. Onsite sewage systems must be properly maintained. The septic tank(s) must be pumped by a licensed pumper whenever necessary, usually every 2 to 3 years. 6. If you have questions concerning your onsite sewage system, contact your local code administrator or the State of Wisconsin, Safety and Buildings Division, 608 - 266 - 3$15. . To be complete and accurate this sanitary permit application must include: I. Property owner's name and mailing address. Provide the legal description and parcel tax number(s) of where the system is to be installed. II. Type of building being served. Check only one and complete # of bedrooms if 1 or 2 Family Dwelling. 111. Building use. If building type is public, check all appropriate boxes that apply. IV. Type of permit. Check only one on line A. Complete line B if permit is for tank replacement, reconnection, or repair. V. Type of system. Check appropriate box depending on system type. VI. Absorption system information. Provide all information requested for numbers 1 through 7. VII. Tank information. Fill in the capacity of every new /or existing tank, list the total gallons, number of tanks and manufacturer's name, indicate prefab or site constructed and tank material. Complete for all septic, pump /siphon and holding tanks for this system. Check experimental approval only if tanks received experimental product approval from DILHR. VIII. Responsibility statement. Installing plumber is to fill in name, license number with appropriate prefix (e.g. MP, etc.), address and phone number. Plumber must sign application form. IX. County/ Department Use Only. X. County / Department Use Only. Complete plans and specifications not smaller than 8 112 x 11 inches must be submitted to the county. The plans must include the following: A) plot plan, drawn to scale or with complete dimensions, location of holding tank(s), septic tank(s) or other treatment tanks; building sewers; wells; water mains /water service; streams and lakes; pump or siphon tanks; distribution boxes; soil absorption systems; replacement system areas; and the location of the building served; B) horizontal and vertical elevation reference points; C) complete specifications for pumps and controls; dose volume; elevation differences; friction loss; pump performance curve; pump model and pump manufacturer; D) cross section of the soil absorption system if required by the county; E) soil test data on a 115 form; and F) all sizing information. ---------------------------------------------------------------------------------------------------- GROUNDWATER SURCHARGE 1983 Wisconsin Act 410 included the creation of surcharges (fees) for a number of regulated practices which can effect groundwater. The monies collected through these surcharges are used for monitoring groundwater contamination investigations and establishment of standards. r Safety and Buildings Division v�a.tnin' SANITARY PERMIT APPLICATION Bureau of Building Water Systems 201 E. Washington Ave. In accord with ILHR 83.05, Wis. Adm. Code P.O. Box 7969 Madison, WI 53707 -7969 9 Attach complete plans (to the county copy only) for the system, on paper not less County _ `c� than 8 112 x 11 inches in size. l 4i See reverse side for instructions for completing this application State Sanitary Permit , Number The information you provide may be used by other government agency programs ❑ Check it re�f+slorf to previo plit anon (Privacy Law, s. 15.04 (1) (m)]. State Plan I . Nu be O 4 f s4ie I. APPLICATION INFORMATION - PLEASE PRINT ALL INFORMATION Property Owner Name Property Location Nw 114 p/[A 1/4, S T 1 , N, R J& VW W Property Own s Mailing Address Lot Number Block Number ;L0 3 — 20 fly A I 22 C State tip Code Phone Number Subdivision Name or CSM Number SY 0 4 , cy� ) 7qj AJIN L 1 0 ,A 4 $f, C � S� l II. TYPE OF BUILDING: (check one) ❑ State Owned Nearest Roa vilae ER Public 1 or 2 Family Dwelling - No. of bedrooms O Se Town OF 0 a,%AA - v v '70 )9w-JL, Ill BUILDING USE (If building type is public, check all that apply) Parcel Tax Num ttgg( 5- 1 ❑ Apartment/ Condo 2 ❑ Assembly Hall 6 ❑ Medical Facility/ Nursing Home 10 ❑ Outdoor Recreational Facility 3 ❑ Campground 7 ❑ Merchandise: Sales/ Repairs 11 ❑ Restaurant /Bar /Dining 4 ❑ Church/School 8 ❑ Mobile Home Park 12 ❑ Service Station/ Car Wash 5 ❑ Hotel / Motel 9 K Office / Factory 13 ❑ Other: specify IV. TYPE OF PERMIT: (Check only one box on line A. Check box on line B, if applicable) A) 1 _ ❑ New 2. ❑ Replacement 3_ ❑ Replacement of 4_ K Reconnection of 5 ❑ Repair of an ______System ____ System____ ______ _________ Existing System _- ______ E x is ting --- ---- -- B) tR A Sanitary Permit was previously issued. Permit Number /. , &l- q o 11 Date Issued - z y - y V. TYPE OF SYSTEM: (Check only one) Non - Pressurized Distribution Pressurized Distribution Experimental Other 11 ❑ Seepage Bed 21 ❑ Mound 30 ❑ Specify Type 41 ❑ Holding Tank 12 ❑ Seepage Trench 22 1) Ground Pressure r , 42 E] Pit Privy 13 E] Seepage Pit - e, u ��d 43 ❑ Vault Privy 14 ❑ System -In -Fill VI. ABSORPTION SYSTEM INFORMATION: E $ 1. Gallons Per Day 2. Absorp. Area 3. Absorp. Area 4. Loading Rate 5. Perc. Rate 6. System Elev. 7. Final Grade Required (sq. ft.) Proposed (sq. ft.) (Gals/d/sq. ft.) (Mi . /inch) Elevation o ' i l'y f A l01 t- Z4. 8 9 0 9 7 .7 L- 4Q� 4 Feet Feet Capacity VII. TANK in Ca gallo Total # Of Prefab. Site Fiber- plastic Exper. INFORMATION Gallons Tanks Manufacturer's Name Concrete con- steel glass App. New Existing strutted Tanks Tanks Septic Tank Ta +�ld+wg�en�c / 7j O o�, 1 C a.B.QN ❑ El El ❑ El Lift Pump i m er X a 5G 0 0 r ,ad-I2_ ® ❑ ❑ I ❑ I ❑ ❑ ONSIBILITY STATEMENT I, the undersigned, assume responsibility for installation of the onsite sewage system shown on the attached plans. Plumber's Name: (Print) I Plumber's Signature: (No Stamps) MP /MPRSW No.: Business Phone Number: t Z 0.14�� n1�,0.ti Ie , (� t a A - 7 - 71 a ���- 7� - Plumber's Address (Street, City, State, Zip Code): IX. COUNTY / DEPARTMENT USE ONLY ❑ Disapproved Sanitary Permit Fee (Includes Groundwater D ate Issued Issuing Agent Signature (No Stamps) 1 � roved [ Given Initial Surcharge Fee) Adverse Determination /a� X. CONDITIONS OF APPROVAL / REASONS FOR DISAPPROVAL: �` SBO -6398 (R. 05/94) DISTRIBUTION: Original to county. One copy To: Safety & Buildings Division, Owner, Plumber INSTRUCTIONS . t 1. A sanitary permit is valid for two (2) years. 2. Your sanitary permit maybe renewed before the expiration date, and at a time of renewal any new criteria in the Wisconsin Administrative Code will be applicable. 3. All revisions to this permit must be approved by the permit issuing authority. 4. Changes in ownership or plumber requires a Sanitary Permit Transfer/ Renewal Form (SBD -6399) to be submitted to the county prior to installation 5. Onsite sewage systems must be properly maintained. The septic tank(s) must be pumped by a licensed pumper whenever necessary, usually every 2 to 3 years. 6. If you have questions concerning your onsite sewage system, contact your local code administrator or the State of Wisconsin, Safety and Buildings Division, 608 - 266 -3815. To be complete and accurate this sanitary permit application must include: I. Property owner's name and mailing address. Provide the legal description and parcel tax number(s) of where the system is to be installed. IL Type of building being served. Check only one and complete # of bedrooms if 1 or 2 Family Dwelling. III. Building use. If building type is public, check all appropriate boxes that apply. IV. Type of permit. Check only one on line A. Complete line B if permit is for tank replacement, reconnection, or repair. V. Type of system. Check appropriate box depending on system type. VI. Absorption system information. Provide all information requested for numbers 1 through 7. VII. Tank information. Fill in the capacity of every new /or existing tank, fist the total gallons, number of tanks and manufacturer's name, indicate prefab or site constructed and tank material. Complete for all septic, pump /siphon and holding tanks for this system. Check experimental approval only if tanks received experimental product approval from DILHR. VIII. Responsibility statement. Installing plumber is to fill in name, license number with appropriate prefix (e.g. MP, etc.), address and phone number. Plumber must sign application form. IX. County/ Department Use Only. X. County/ Department Use Only. Complete plans and specifications not smaller than 8 1/2 x 11 inches must be submitted to the county. The plans must include the following: A) plot plan, drawn to scale or with complete dimensions, location of holding tank(s), septic tank(s) or other treatment tanks; building sewers; wells; water mains /water service; streams and lakes pump or siphon tanks; distribution boxes, soil absorption systems; replacement. system areas; and the location of the building served; B) horizontal and vertical elevation reference points; C) complete specifications for pumps and controls; dose volume; elevation differences friction loss; pump performance curve; pump model and pump manufacturer; D) cross section of the soil absorption system if required by the county, E) soil test data on a 115 form; and F) all sizing information. ---------------------------------------------------------------------------------------------------- GROUNDWATER SURCHARGE . 1983 Wisconsin Act 410 included the creation of surcharges (fees) for a number of regulated practices which can effect groundwater. The monies collected through these surcharges are used for monitoring groundwater contamination investigations and establishment of standards. F low ` a d °lii `1 G' K ` I A G Mat ; i II J y � X " t 1 X 7T m y ' 2 V p, � G 'y A. , 1 : , l tr `S ti 1 Y t ♦t: M. yaynYy+ rew �.._.. - - ...r..���_ ....... ....v...........� �� � 4 a , {J r y. 4 O � a c 1 { i� F 1 • y�. J'� 5 ON NA � r i R ev i s 16^40 /y am � /� /► -�A t CA- . Lk 3 1118 goft� C..� e3tt5* /a N uv p,,.�- �.,�.�,.��. e �. �a �� _ � � ° �°-�/ `ai • • y-,. ` , o tko , 4 cv ol s ` I A Ro a zs R G Dom. a - 1 LZ Z _— ____�_ 7 V Al f-f" 60 ..6Z.o.�. ,�- e -�... _ . fi e - .�.�.,.�Q ....�.. t�.o .�o .�.��,.►t -D,� a v 9' - c7 `f - g► 9 c /r,.t,� R•a•4•� �., �,to�, -$ .'a'` I s� C3) �)(a� i o 0 Y.o Q ie-a -a • • sp 41 3;�# 5 7 1it _ a x a2o qov �{ S /- xa° Q� - exj a o o c.., o 7 - 1 �* 4 • /! . �.,wrr -.�J c�fw .,�.Q�• t,� x ��+.o�4zo -a�2 �,, .. 1, Ck.. its- v�.�r►a.- tom... -,�, .��+,..n.,�.,,,� -�... ��.a aC�r� -L bl Diut,r a U -�/ �� w,.l� e�'G,e o R -S,�� Q,&F� OaJV 414 C b -2.- 0. i > I Q-&� 't-6� /ao (� �;, b y� . ` e � v p� `� a oo-� r -. •- j f t57 t, a.-h �� y y� s . o5 - 7, $ .6 QQ a os t3 S t+z r5 V _ - t � ls� ► 16 /o© Flo r - P �t 77, al 7y 41 693 _ ©� ,., Tom 1 9 Xx = e�z = _ 6 9, 97 So yy if s. a s` �i►-o o Dl 1 L('' �., r, Q.- i f AirA� � • • U r � -� qo cQ q � yo 4 �I i �� � ��� � •- 9 • ���� A b I 4 p A t } � __. h S i k ti i e C i P t } �1 I_ APPROVED LOCKING P /O g` 4 VENT PIPE 1 f MANHOLE COVER a I, I AND WA RNING LAB 23' FROM DOOR 12" MIN. , �! WINDOW OR FRESH � :RAD: � _. •....:: ` 10ki 1,11 IDE AIR INTAKE i �- r 4" MI ,:.,. , �`- • .�--' I 18 MIN. M r (1 a ... is" MIN. � _ r —. � _.�_ �• � \\ � * -._ U -7e `i0VIOE ° R T IG H T SEAL ' A 1 1 1 APPROVED JOINTS l IiI WITH C. r. PIPE s w. APPROVED •JOINT $ I tl ALAR -WITH C.Z. PIPE M d EXTENDING 3' :i ONTO SOLID SOIL EXTENDING 3' i ON ONTO SOLID SOIL C PUMP t �• ELEV. FT. OFF C FTE SLOCX _ � '$ BEDDING - - �.�• - .. •-' -- �..__. � - ;� • � .;.• _ . ENV • 4' a (— �._ RISER EXIT PERMITTED! ONLY Ir MK MANUFACTURER HAS SUCH APPROVAL :t dC TURER NUI '�R OF DOSES PER DAY °.,T,(� g; SIZE (G� +'"YO0 � DO". ' VOLUME 4 ' ¢ �+ INC JDING BACKFLO�r /6 GAL ACTURER 4 y C AI ' I TIES NUI�ER _A INCHES OR � 1 GAL NCH TYFE 5 w d �� n 47 n , g TURS R l? ty " " 3�c/ " A � l OTE# Pump and alarm are to be �,. zstalled on separate - circuits. N$� a. PM ,�� l3AL., DIFFERENCE BETWEEN I'UT!`' OFF :�.ND DISTRIBUTION PIPE ", ' j /�,>9e —gy-, FEET `�. FEET OF FORCE MAIN X , A _ FT/100 FT FRICTION FACTOR _ -- �� FEET kw TOTAL DYNAMIC HEAD FEET • •.• - �, I INCH OF DEPTH EQUAL; ;L ' INTERNAL DIMENSIONS OF TANK. II r -" LENGTH ;WIDTH _ &I k 'R LIQUID 01, Rte. t '+f .. ............ h7 n Y • t x PUMP CHM°.BER CROSS SECT! : :� Q j .. 4 CI?I CA TIUV S +n A t d # ax f�9 HEAD CAPACITY CURVE TOTAL DYNAMIC }': A,D /CAPACITY Weight 53 tbs. Single Seal PER M!N„ I - MODELS "140/4140" EFFLUENT AND DI NAT_RING - Ft. Meters 1,1. Ltrs. -� 14 5 1.52 0 344 F 45 _ 10 305 eta 318 � F1 •.. t I D 15 4.57 299 12 I 140,4140 20 910 re 257 35 25 7 62� 223 10 30 914 I,�- 195 - 1 tt .35 10.67 !d 144 i > ' a 40 1219 79 25 45 73.72 19 pp a q ' Lock Voive: 46' 15 t. _ i_rl _. - SK1524A 4 �r r y �• e - 5 - --i -- _ h, 0 1 1 U.S. GALLONS 1 10 20 30 40 1 50 60 70 80 90 C 110 1 1 LITERS 80 160 240 320 400,.E 0 FLOW PER MINUTE 010940 - 4 " 6 t I i* CONSULT FACTORY FOR SPECIAL APPLICATION Y • Electrical alternators, for duplex systems, are available and supplied with 3 an alarm. • Mechanical alternators, for duplex systems, are available with or without alarms. 1 Control alarm systems are available for 1 phase pumps used in simplex l system. See FM0732. 1 t SK75248 °. i „ • Variable level control switches are available for controlling single phase systems. '' • Double piggyback variable level float switches are available for variable SELECTION GUIDE r ' level long cycle controls. 1. Single piggyback variable level float switch or double piggyback variable level r • Sealed Qwik - Box available for outdoor installations. See FM 1420. float switch. Refer to FM0477. • Over 130 °F. (54 °C.) special quotation required. 2. Mechanical alternator M -Pak 10 -0072 or 10 -0075. • Refer to FMO806 for 200 F. applications. 3. See FM0712 for correct model of Electrical Alternator E -Pak. 4. Variable level control switch 10 -0225 used as a control activator, specify duplex (3) or (4) float system. 5. Four (4) hole J -Pak, junction box, for watertight connection or wired -in simplex 140 Series - 53 lbs. 4140 Series -13 Ihs. or 2 pump operation, 10-0002, 14014140 * ** MODELS Control Selection I Model Model Volts -Ph Mode Amps Simplex Duplex N140 N4140 115 1 Non 15.0 1 or 1 & 5 2 or 3 & 4 _ CAUTION E140 E4140 230 1 Non 7.5 1 or 1 & 5 2 or 3 & 4 All installation of controls, protection devices and wiring should be done by BN140 BN4140 115 1 Non 15.0 1 or 1 &5 2 or 3 & 4 a qualified licensed electrician. All electrical and safety codes should be BE140 BE4140 230 1 Nan 7.5 1 or 1& 5 2 or 3 &4 followed including the most recent National El ectric Code (NEC) and the Double seal pumps are available with optional moisture sensors. Seal Fail indicator light available in NEMA 1 or NEW 4X Occupational Safety and Health Act (OSHA). control panels. i RESERVE POWERED DESIGN • For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. MAIL TO: P.O. BOX 16347 ' Louisville, KY 40256.0347 Manufacturers 0f.. w + SHIP TO: 3649 Cane Run Road ® Louisville, KY 40211 -1961 4"WIry Pawns ,9iHCE �,9 -79 (502)778 - 2731.1 {800)928 -PUMP FAX (502) 7 74.3624 1aA 6 tk 4 tom 0 a Q&'4 6s a - d GJ l a 4 4•v S -d. (� II 1 - abag��$ p ✓' 18 - 7y �•7 f,� '2 oZZ 710 d v R A e 7 `► = �9� � dT l g ul , 00 . /Lo z .7 Opq t 8 S Hr FS P- . d m 7r o !� n {) (��-W a.8 S /0o?•80► evc - �.�. =� 14. 9q. 7/ �� `� rt 5 ,,...,,,�, •�.k. �, . z,s - 75, .7 s g e-� e6 ,3 x 3 5�..w,p . 7J. o s s v 4L 7 Al 1-, 1 Cr 0 YO G- P OL )0 v� a 1 v x / U G , C d �c.. 1 s-d -� 9 �l • 7 � t . 3 s' � 9 S, a � A �- �'r� ►^ p9 o 4 LZ At"aa� 0.4 P 6:M 3 0� °'YEA. r p SECTION: 5.10.003 ,�ld4L /TY�UMPB 91iVCE 19 ,7� � ' T' FMO269 0198 Product information ® Supersedes presented here reflects r. conditions at time of ctory UL 1097 publication. Consult fa F regarding discrepancies or MAIL TO: P.O. BOX 1634' • Louisville, KY 40256 -0347 inconsistencies. SHIP TO: 3649 Cane Run Road • Louisville, KY 40211 -1961 I htfp✓/www.zoeller.com (502) 778 -2731. 1 (800) 926 -PUMP • FAX (502) 774 -3624 °s .. HEAD /CAPACITY CURVE SEWAGE and DEWATERING o cauTloN Model 293/4293 should not be subjected to less than 15 feet TDH. to W HEAD CAPACITY CURVE SEWAGE MODELS 24 _ 1 75 22 70 20 65 1' 18 60 d- 55 16 50 14 45 v x z 12-40 0 35 r O r 10 293, 8 25 4293 `282 2 270 6-20 4270 0 15 4 1 0 266, q 267, 268 5 264 292, 284, 294, 295, 4292 4284 4294 295 0 U.S. GALLONS 10 20 30 0 50 60 70 80 90 100 110 120 130 140 150 160 170 1 0 190 200 210 220 230 - 1 LITERS 0 80 160 240 320 400 480 560 640 720 800 880 009904a ,p? 6 FLOW PER MINUTE ✓ TOTAL DYNAMIC HEAD /CAPACITY PER MINUTE >1 SEWAGE AND DEWATERING E 270 282 284 292 293 294 295 MODEL 264 266 267 268 4270 4282 4284 4292 4293 4294 4295 METERS GAL. LTRS. GAL. LTRS. GAL. LTRS. GAL. LTRS. GAL. LTRS. GAL. LTRS. GAL. LTRS. GAL. LTRS. GAL. LTRS. GAL. LTRS. GAL. LTRS. 5 90 ' k 128 z� �' ,' 128 ' 128 �8 • ^`r 132 130 442 180 681 140 -- 196 �' 214 € „, 10 60 89 89 89 101 95 a? 158 124 -- 181 199 'T 15 22.5 50 50 50 y 77 63 135 N. r r,; ; , 108 118 165 184 20 10 10 10 5 X 33 ] 106 91 ` 108 150 168 25' °' ' 29 l5 1e` 76 75 96 136 154 30 * 43 56 82 121 140 35 ' 33 65 108 128 Ad, ' 10 48 94 115 50 a 58 89 60 '' ' £ 13 LOCK VALVE: 18' 21.5 21.5' 21.5' 29' 26' 35' 42' 50' — _ 77 7M SEWAGE SIMPLEX SYSTEM WITH SINGLE PIGGYBACK VARIABLE LEVEL FLOAT SWITCH (SINGLE OR THREE PHASE) USE WATERTIGHT J. BOX E IF INSTALLED IN A DAMP I AREA. C D-.C ATE V — d VALVE "A -PAK "ALARM O D LIIJ 3 PRONG GROUNDED — - OUTLET 115V OR 230V =D - TRANSFORMER D 7 — =_ —= CHECK VALVE VARIABLE LEVEL (NOT SHOWN) D=I SCONNEC T ` FLOAT SWITCH CORD TO ACTIVATE PUMP 3 PHASE SYSTEM REQUIRES A SIMPLEX METAL COVER PANEL. FLOOR LEVEL D - -p- - - - � ( D C- 4 ' 9" STANDARD D D ap : - s VARIABLE LEVEL f CENTERLINE OF HUB - - -- --- FLOAT SWITCH I D . k FOR ALARM -'' 4" INLET HUB r ALARM LEVEL ON BASIN VENT r� tt HOLE ZOELLER NON - AUTOMATIC hJ4 SEWAGE PUMP OF Ad ,r I t� S1;ANWD VARIABLE LEVEL FLOAT SWITCH to TO ACTIVATE PUMP r 4" OF GRAVEL DIAMETER 1f- OR -2* STANBARB- SK1432 © Copyright ? .'oeller Co. All rights reserved. Safety and Buildings 2226 ROSE ST LACROSSE WI 54603 -1905 . N TDD #: (608) 264 -8777 www.commerce.state.wi.us Department of Commerce Tommy G . Thompson, Governor Brenda J. Blanchard, Secretary t August 12, 1999 I CUST ID No.263106 A7TN.- Buildings & Structures INSPECTOR 'r TIMOTHY K PETERSON MUNICIPAL CLERK ARCHITECTURAL DESIGN GROUP VILLAGE OF ROBERTS 393 RED CEDAR ST STE 3` PO BOX 58 MENOMONIE WI 54751 ROBERTS WI 54023 -0058 RE: CONDITIONAL APPROVAL i APPROVAL EXPIRES: Identification Numbers Transaction ED No. 237114 Site ID No. 169879 SITE: Please refer to botli'.dentificationunbers; Site ID: 169879 above, in all correspondence with the agency. ST CROIX County, Village of ROBERTS; 1203 70TH AVE, ROBERTS 54023 Facility: COUNTY CONCRETE BLDG B 1203 70TH AVE, ROBERTS 54023 FOR: Object Type: Building Regulated Object ID No.: 460619 6 Metal Frame Unprotected class of construction, Revision plan, 26,299 project sq ft, Unsprinklered, Occupancy (Factory/Industrial) 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: 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. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. �t Sincerely, DATE RECEIVED 08/05/1999 Cori FEE REQUIRED $ 100.00 /// FEE RECEIVED $ 100.00 b pd JON MOLZAHN , PLAN REVIEWER BALANCE DUE $ 0.00 Integrated Services (608) 785 -9344, FAX: (608) 785-9330, MON - FRI, 7:45 AM - 4:30 PM Wi k[ART MMOLZAHN@COMMERCE.STATE.WI.US cc: DERRICK CONSTRUCTION CO INC JOHN J DAHL , BUILDING INSPECTOR, (715) 232 -6600, THURSDAY, 7:45 A.M. - 4:30 P.M. COUNTY CONCRETE CORP Safety and Buildings 2226 ROSE LACROSSE Wl 54603 -1 MD #: (608) 264 -8777 Vvisconsin www.commerce.state.vA.us Department of Commerce Tommy G. Thompson, Governor Brenda J. Blanchard, Secretary August 27, 1999 COST ID No.263106 A7TN.• Buildings & Structures INSPECTOR TIMOTHY K PETERSON MUNICIPAL CLERK ARCHITECTURAL DESIGN GROUP VILLAGE OF ROBERTS 393 RED CEDAR ST STE 3 PO BOX 58 MENOMONIE WI 54751 ROBERTS WI 54023 -0058 RE: CONDITIONAL APPROVAL Identification Numbers. APPROVAL EXPIRES: 08/26/2001 Transaction ID No. 239166 Site ID No. 169879 SITE• Please refer to both identification numbers, Site ID: 169879 above, in all correspondence. -with the agency. ST CROIX County, Village of ROBERTS; 1203 70TH AVE, ROBERTS 54023 Facility: COUNTY CONCRETE PRECAST PLANT 1203 70TH AVE, ROBERTS 54023 FOR: Description: CH 54 - MANUFACTURING Object Type: Building Regulated Object ID No.: 483566 6 Metal Frame Unprotected class of construction, New plan, 29,200 project sq ft, Unsprinklered, Occupancy (Factory/Industrial) 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 101.0 1(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: • COMM 50.12 This review does not include heating, ventilating or air conditioning. The owner should be reminded that HVAC plans and calculations are required to be submitted for review and approval prior to installation. • COMM 50.12 This review does not include lighting. The owner should be reminded that lighting plans and calculations are required to be submitted for review and approval prior to installation. • COMM 54.02(2)(a) As the second floor of this building has only one exit, it's use is restricted to unoccupied storage. • COMM 54.07 An unobstructed passageway, at least 3 feet 8 inches wide, is required through the storeroom to the outside exit. A copy of the approved plans, specifications and this letter shall be on -site during construction and open to lily inspection by authorized representatives of the Department, which may include local inspectors. All permits f required by the state or the local municipality shall be obtained prior to commencement of construction/installation/operation. E I s concerning this correspondence rbe de to me at the'telephone number listed below, or at the address this letterhead. IDE} 1 TIMOTHY K PETERSON Page 2 8/27/99 jeld erely, DATE RECEIVED 08/20/1999 FEE REQUIRED $ 1,220.00 �/ FEE RECEIVED $ 1,220.00 OLAS R CHARLE , BUILDING INSPECTOR BALANCE DUE $ 0.00 Operations )345 -5336 , TUESDAY, 7:45 A.M. - 4:00 P.M. NCHARLES@COMMERCE.STATE. WI.US w��� cc: DERRICK CONSTRUCTION CO INC JOHN J DAHL , BUILDING INSPECTOR, (715) 232 -6600, THURSDAY, 7:45 A.M. - 4:30 P.M. TIMOTHY K PETERSON ARCHITECTURAL DESIGN GROUP COUNTY CONCRETE CORP LS£LZZ 66/Z/9 LTObS L*A`permmr nstPort Z£trI # 1 lagwnN ISO ale(] US!SDU Xq pgu2cauoJUU3 S=PPt1 bsbZ-W-sIL uostaN •aseuTotu 'ON auoydapl ly' -.,,� ~ 7 :arnleuf�S (luud ase01d) aweN 1SJ swwwa ss< lo pe; 1 I I I I I 1 1 6ug!wil o; odea 8' ! L' s I 9 /s -gs'L I86 b 8£t•O(t 9' s' - I MO i #AM I )1gswz I is I t I 1 I I t 1 punw0 8 L' - I i P l ss0 I s l - 91vsL Iz - 9 z 9' S' 3 Z MO J3AUJ ) IgswZ Is - z /£COI 9 I z :SwweH 1 06< e' 1 1opel bultlwy 1 I I I I I I I of U 96'OOt Aala 8' L' I - ( - Tw I 8s0 I s I - I 94 06 £ punw0 s' i f7' 3T Mo �Igs�Z Ios t� /bOT ZI - i , Z 9' s' I J z I Ma 4W )irdswZ I I ,S Z/£j I vro I T I awl Pee ys zS 1� salo✓ IWO 'zS - no llasunW u � u I slooa I ive puno8 �au I aanl f I I I uozuoH #� Pog 1lOdD ai nlon �tS saplo��; 10100l ueulwoo yldea JLSOd N011dINOS3a 1105 n N s u n m s u ! n N s u ' n t _.0 s v i n u s N I n u s m wapAs aol elgepnsun=n Wei 6 uIPi0H 11 +.d u l wa;sAS apes 1v ainssaid punwo -ul PUMA I !eu04uaAUO3 welsks Ito; algeVnS:;S eu wigeo.1 I! `uogenala ulel R�i� spires gsgn�lno nano ssao7 lePQWw;oared s► nTals�s o uTO11 {lt T elltiS IOS uan of auo SuTa sl uolren na s suogeiaplsu0a ells j u61sap leuaglppd 89 3 %.. I.g I. A3. P . g p T9L lewyouaq ueld alts of paLa;ai se) 4 89'% (s)uopeAela aoepns uoge glgul papu awwoo M z yrpd6 `yauaq g gRd `Raq L else 6uipeol u6lsap wnwlxew z4 `43ua4 0 4 'peq 0 paimbal eaw uo "4osgy ,Wpd6 `yooe.4 S WpdB `paq L ales Bulpeol ublsap popuaLuwooaU pd8 Apep peApea apoo . SO ttelaz aprlasap��eip 05 . gnd 3uawwoeldab Q want a O�U!pi!ng Sug slxa al uaglpp� S" ipaffl�) qulnN i le.i+ " , ❑ n uagon WOO "N Z 99 HIS 1 uauaM * , (�,„ F IM swgog Peod )meaN uenoif, 08 111A 0 �Id aPOd Z 9 1e1S 40 xl0a3 , 1530 TMH T r ' OMOAd'ROL £OZI #AS0 aweN 'PgnS i #'Pole ( # 01 r' ssuippV 6 uilieVi saaumo Medold M 81 H'N 6Z 1 b£ S b/1 Mid V/I MN 101 JA0 - uo-Omo aD a;a.iOUOD uttoa Q uo!1ew Madam, ' 1aUM0 d ((w) (0 tio c s A dd l � rte, eq A— wv-w noA uM-Lwl +! i d 6 Aa - eseeld - N0LLdW?l03Ni 1Nli3llddd #'GI lewed -pool lea1eau 01 aouemp PUB U0.4mol pue 'Aw11e tllrou `suo!swaw!p so a!eos 'adols luaasad X!013 •ZS pue uogaal!p `(yq8) ltuod aouala ;al !eluozuo4 pus (eo!jan :o1 pa1!wu 1ou 1nq `apnpui �ttunrrJ lsnw u eld ' az!s ul sa 4a etg seal lou laded uo ueld alis aleldwoo tpeUV u! l L x %9 u u.-°4saQ � iatuauzuozl�ug aPoa '►oPH 'S ±M `9O'£8 wwoo 41!M P.r000e ul s6uip!!ng pue >ga1eS 10 uotslA!a Io T abed NOI.t v l"3 31.1S QNV 110S aarawwo0 to luawlledea iusuoas!M F' r� --�. —.ff B y Design 1432 120UI Strut, New Te hone No. Tiicimtard, Wl 5 4017 715 246 -2454 Date CST Number Gi3f99 227387 Ref# 234 08/21/99 MON 11;42 FAX 1 715 834 5583 COUNTY CONCRETE -*44 ROBERTS 002 coupin CO CORP RA"E'ION4 YOUR ONE STUD CONCRETF CENTER 0ORPO RATE RESOLUTION By the Board of Directors of CA[INTY CONCPZTE CORPORATION whose principal place of bu5i.ness is located at Marathon, WT, resolved that Jeffrey A. Cote, Gencral Manager, of this Corporation i5 authorized for and on behalf of this Coa-peration to sign and deliver from time to time such legal documents as may be required to conduct Corporation business to include licn waivers, sma).) claims documents, and lease agreements. Signed and Sealed this day of SECRPTARY The undersigned, a dire.Ctor of the above —named Corporation, certi.fiO; that the foregoing is a correct copy of a resolution passed as therein s forth. DIRECTOR J EAU CLAIRE FLAN i P.O, BOX 910 RICE LAKE EAU CLAIRE, Wf 54702 -0910 3200''WE,ST MAIN SOX 2 ; 1- 500 - 729.7701 RICE LAKE, W! 548ES :• "� "v�'t. 1- 715- 8347701 1. 715 -234 -8145 FAX 1 -715- 834.5583 FAX 1 -715- 234.1960 f•AX ' - 5 71':' 4 1 ?" I � 08/21!98 MON 11:41 FAX 1 715 834 5380 COUNTY CONCRETE 444 ROBERTS lao01 �i6f 'i; 1'35'3 11:.5 1 715- 7�19-a1� COL114TV =_- A PAGE 111 r ST CROIX COVNTy SCPTIC TANK MAINTENANCE AGRERMENT AND OWNERSHIP CURTTFICATION MRM Owocr/Buycr MaiLWg Ad&= / •2 0 - -Gb' Prupc ty Address (Vaifscacdoa mquizt4 fmw t'lf■a * mat for aew �astiuetioa 1 c ity/swe _1�_e co - Pmt r4adificud4 Numbcr L&Q DF'S dN Property LQcstiaa CAI W Ste, Tli_N•-R ! W. ?awa of Sd dxv ea o.r.l+o f . Lot #. fiatMed Surrey bUp 4 o- 9 j VoIuaac �'.. Pogo # 0 - Waffwty Deed # I b .7 3/ d. �aittmc 8 4 a �-1 Q o Pogo # Spec .boric p yes no Lot' of Bass bk 63 yes O. no °� cf pampmag oat t1m spq�oatar$c �'tbra� � x � .. to baadlc � ; ' casi ■ffrr�tbe . of me ■optic t�tis.rQez;� � if aaa6c�dhy s Tiaiasedp� :Rliott yat■ pox.3o� >� a7slrm rw gcvpo 91MM 4v= to t; t to b't gvir _ ' is m p av p r �sadfor ,c8aariTio�e4 �(13�ra�irsst�atar�tspeealays>� Ci) axaap�p;m�.f��� eaJc•is ksa$�a v3�cn ofi>a�ge. .�• me d�sead ttcsbo� zau{ '°t f�ecaiq,ut at by tBe oaf C eod tlsc b�Oec,ha�t of ` Cave=l iy3toa �8i �se :tmd;tds °�5 �'°ar*q tfys taas�ioaurarizm� Abe Simofvrmamda� t�i�M&M Of throe °` ' sad=b mcd to tbo St Couty 7 4ffiaarimm 30 k OF A"UCANT ! f f DATE _�CA'T. ON 'i I (�) aett�y► tb�et all stateof�s oa t'bir � aee t+rae to tl'r best of 6*f *i AW of u � �;� (w(° � C (vr) aat (�) the oa�Q{s) of - / vista' of D..& 0M,, r �fr �k � I �ATF3 AM iofacus ft mat is maser m y rack is the eYWft -y permit bciag smoked b my Die. • •• • • • aptsilaQao: a gm doed 6�m `mil' tta RtLCsrct of Deods aQeec ■ y of the etcww � cwvv IDtp if eef4mccis ttsndc is the wumaty dc*d (IH x ,f I , \ -Xt - r` \ 4 4 _ 00 m aj O r / e d ;M 3 •� Q U ,9£ i i i I Tr l ow DOCUMENT NO. 1 T.+ ar.�E RE3CRY60 / RECt�PO,MO Off'• !I 11ErrAR A3�TY �C { STATE BAR Of' WISCONSIN4 FORM 9 Lift 895 X41.149 _ REGOWS OFFIa !{ 8�4NIC „ST- .- • CROIX, • - a - Wisconsin banking corporation ...• 3T. CM Reed for Roc CM ,, ft..................... • - - -•- .. .... ......... . ;. ..... ........ 951 conveys and warrants to .. X . CO:IC -itFT ;_ GI`'LPUItr TIL!N� A. M a Wisconsin corporation,., Grantee .... ................. ............... . . .. .. ........._._...........-_-. ..... ..._....... - - -• -- i i .. ................. ............................... ............................ . ._.....-- ........_ .......... .......... ti .......................... .............. . .......... ...... RtTURN TO 'I .... . ......... ...... ...........•----•--- ._...:. - --- ......_. _.._ .... _ -. _.. .. ' ....... ...... ...... ..... ...... ... .................. .................... the following described real estate in . ... St.. croilt ....................... County, State of Wisconsin: f Tax Parcel No: ........ ..................... Part of the Northwest Quarter of the Northwest Quarter (NW& of NW.%) of Section 34, and part of the Northeast Quarter of the Northeast Quarter (NEh of NEIL) of Section 33, all in Township 29 North, Range 18 West, Town of Warren, described as: Lot 2 of Certified Survey Map filed in Volume 8, Page 2179, as Document No, 454291 of Certified Survey Maps. TOGETHER WITH and SUBJECT TO reservations, restrictions, easements and rights —of —way of record, if any. AL 100 l � �TRAIv This is riot- .. ...... homestead property. ({ (is not) Exception to warranties: I Dated this .. .- ._. 1$Ch.. - _...... day of March 41 .......✓ 1 .._... _._.. 9. .. -. BANK ST. CROI kk _... -- -- --- ..(SEAL) ; luK.riz' . - -- - _..(SEAL) ' ......._ ................... .BY:..S even_J...Hir °resident _.. ----- ------- ............ -- ---- ...(SEAL) _......... C�. _.. .(SEAL) __.. _ ......... .................... ..._....... .BY: Stanle. P. Holmbe g, Asst V.P. i i AUTHENTICATION ACHNOWLRDGMBNT 'r i' Signature(a) - .._- ___•_____.__ ......... STATE OF WISCONSIN _---- - --- -- ---- •- --- -- --••--- --- -• --- ---- °--•- sa _. SC - ..._G?�4 :c.- --•- --.- _._...County. authenticated this ........ day of_ ..................... ____ 19 ._.._. Personally came before me this day of M arc}(_ • . .................... -- --, 19.91._. the above m3naed Steven J._ Hirrch -an 5tanlfy.._P,.__Halwbe> g, ........... ...... __ President and Assistant - Vice Presidenx_ TITLE: MEMBER STATE B..R OF WISCONSIN of Bank St Croix ............... ............. .............. ..•• ------------- (If not, - ------ -•--- ........ __ . . ............ � person . <:..,..._•: k j authorized Z § 706.46. Wiz. Slats.) to me known to be the >........ : 'afin rxedbked the foregoing i : and ae':nowled @ the$e;;; •` -! THIS F- ;STRUMENT W,A� DR BY � - } r A ori�kgy ert Barr • G . Lundeen i s r 1 Tiud e ' _eort er e” Lund?eri .. Sandra Bo1.l -.. Hud�nn Wj. _54015. � - -- Not ay Public St,- . Croix. � � . ^. •.r,'.�is. (Blgr.a�ures m:3 be authenticated or acknowtedged. Both itilV Cnmmas: ion is permanent -(If 3ot 3S#e� expirtt;on are not necr;,sa -y.) date: ....._•.??, • j iJ 3� f S �''Nsasap a3 perr•;s aS¢nin; :P Anp eep. 'tq ;!•Quid h� :y�pe,! <,r prin •�I i••ir,w th•i• .ire+ +' +.: ••�. •f VVA A?M DEED STATE T.AA • ° WISCONSIN t•.._ Ir..- _ _ - YOAAd No. f — I', e2 i r ED 8199 ►. 2 45429 oN ELI ": ' s M, w1 CERTIFIED SURVEY MAP c„ Located in part of the NW4 of the NA of Section 34 and in part of the NEB# of the NE4 of Section 33, all in T29N; R18W, Town of Warren, St. Croix County, Wisconsin. Unplatted lands N} Corner of ' S89o57138 "E NW Corner of N} Corner-of Section 33 y / 52.941 Section 34 North line of the NW} of Section 34 Section 34 S89 M — N o8 5 ' 8" 603.00' N89 °�0'3811E 2608.08' 1 ,� a M 70th A VENU E a °� N89 598.30' North line of the NE} y .y� .41°'� 577.42' o of Section 33 1 66' N w o � G c r + o ao • I '� .1� M x- v N04 ° 2!' 14 11E House a I s 120.17 �, "' c ` .o ZI Y•' 2 _ A � � 4 # N Of 4. 'O h C O Y N04 ❑� o LOT 1 .. 119.99' Outbuildings F Q 772,120 Sq. Ft. Including R/W LC ca t d Q e7 C N M 61 .ei N (1:73 Acres) 690,601 Sq. Ft. Excluding R/W b + �N yt ; (15.85 Acres) W lot y 1 79.671 389° 43' S V N85° 1 O" o r+ o a ! 37 0 $ t1 W 1 , ° 113 `a8 C) > 1 I cn .r R 25� g N OWNER o K g 6l �� co y `'� /'�BuildingN ° Septic system easement to be Bank of St. Croix '►- LOT 2 M released upon 500 W. Boulevard ° L extension of Roberts, WI 54023 a� �;9,�j1,o� / M municipal sewer. � w� .�OZ,�J N S49 0 43'50 "E o S22° 34'41 "E .► Area of Lot 2 SCALE IN FEET ; a 87,120 Sq. Ft. ° 2.00 Acres 200 100 0 200 d 3' S89 "W 326.01' South line of the NW} of the NW} f Section 34 , LEGEND Unplatted Lands • 2" Iron Pipe Found C'� L r� * 0i C. o 1" x 24 Iron Pipe Set, weighing --1 '�t +•'�: 1.68 lbs. per linear foot. A g O Q .�' NY C t, -�- Existin Fenceline 7 O 2 x 30" Iron Pipe Set, weighing 3.65 lbs. per linear foot. HUDSON, e s Wis. I le r � • . U ' �s eqr.. ^•la �= �Q SU R - -j This instrument drafted by Fran Bleskacek Proj. No. 88 -23 ���`��'Q$90� ' �• t� 8 PAGe 2174 • i J ST. CROIX COUNTY ZONING OFFICE CERTIFICATION STATEMENT FOR UTILIZATION OF AN EXISTING SEPTIC TANK This is to certify that I have inspected the septic tank presently serving the ,�F residence located at: /v u ;, Section T_22 N, R ZS W Town of Upon insp ection, I certi that I have found r � � Y the tank and baffles to be in good condition, and it appears to be functioning properly. Last time serviced: Did flow back occur from absorption system? Yes A No (If no, skip next line) Approximate volume or length of time: gallons minutes Capacity: LSD© / GU Construction: Prefab Concrete 4 '� Steel Other Manufacturer: (If known) Age of Tank (If known) : Oc 17 aulo - Y - // 6. rt i1 (s' ature) (Name) Please print /979' (Title) f (License Number) Date Form to be completed by licensed plumber (s.145.06, Wisconsin Statutes) or Licensed Disposer (NR 113 Wisconsin Administrative Code) Plumber (applying for sanitary permit) Certification: In accepting the above statement regarding existing septic tank condition, I certify that the tank to the best of my knowledge will conform to the requirements of ILHR 83, Wis. Adm. Code (except for inspection opening over outlet baffle). Name C.Z S ignature : MP /MPRS a 77 '7 L o i w DEPARTMENT OF APPLICATION SAFETY & BUILDINGS I FOR SANITARY DIVISION 'LABOR AND PERMIT P.O. BOX 7969 HUMAN RELATIONS (PLB 67) MADISON, WI 53707 Attach plans for the system on paper not less than 8'/z x 11 inches in size. Include a plot plan that is dimensioned or drawn to scale. Horizontal and vertical elevation reference points must be shown. All appropriate separating distances and physical characteristics as specified in chapter H -63, Wis. Adm. Code, must be shown. An index page or each page must be signed, sealed and dated by the designer. If designed by a Master Plumber, the date, signature and license number must be shown. A legible reproduction of the soil test report or the owner's copy must be included. Pro erty Owner. Mailing Address: t /S / w 5 /Qa �sp - f n er y Location: D 4p, City, Village o owns r County: AMt'4 ' /oS �T R E tv i (or ? ; C � e . Number: Blk No.: Subdivision Name: rest Road, Lake or Landmark: State Plan I.D. Number: 4 Oitf� /V Q S of assi D A TYPE OF BUILDING Number of ED Public* El Variance* L/ / Other (specify) * Cpiyl ,6;/J,+ /,'pit/ 46 A A 0 �,i~S fr¢wys�(/`�" Bedrooms: ❑ 1 or 2 Family * State Approval Required. cT�,� TOTAL NUMBER PREFAB POURED -IN NEW REPLACE- OTHER GALLONS OF TANKS CONCRETE PLACE STEEL FIBERGLASS INSTALLATION MENT (Spec'f 1 SEPTIC TANK CAPACITY (gyp HOLDING TANK CAPACITY LIFT PUMP TANK /SIPHON CHAMBER $gyp E S 477 Y O S MANUFACTURER: EFFLUENT DISPOSAL SYSTEM PERCOLATION RATE ABSORPTION AREA (Minutes per � ch): PROPOSED (Square feet): N w E3 Replacement ❑ Experimental ❑ Seepage Bed ❑ Seepage Pit r1) A/ /NG Alternative S - f f- (specify) S [.� h ,E. S ❑Seepage Trench a� 8 ro 4. H ,E Water Supply: Owner Name as Listed on Soil Test Report (If other than present owner): rivate ❑ Joint ❑ Public a J- V `S 1, the undersigned, hereby assume responsibility for installation of the private sewage.system shown on the attached plans. Name of Plumber; Signature: MP S Phone Number: 72 (7 /S1;r 33.= Plumber's Address:' Name of Designer: v . 2 2Z a,4 d COUNTY /DEPARTMENT USE ONLY Sig a re of Issuing Agent: Fee: / Date: L, APPROVED Sanitary Permit / Number: fD ��7_0 ❑ DISAPPROVED Reason for Disapproval: Alternate course(s) of Action Available: Change of ownership, building use or plumber requires a Sanitary Permit Transfer Form (67 -T) to be submitted to the county prior to in- stallation. Failure to comply will void the sanitary permit. DISTRIBUTION: White- County, Canary- Bureau of Plumbing, Pink - Owner, Goldenrod - Plumber DILHR -SBD -6398 (R.07/81) g PRO I =X S SI yA ti.3RTt d OWNE 1 loo RI5'0'rR�r- N Pr l Fl �u y��, R €,�rs SI TE i RIAm I OSBEFR& l.00MCa- '60'a UL NaMESirE Tssvipi o� �,f Nw y Scc y T HU DSON, WIS. ®i6 DD r IN t«� .LSE .SctQlp �Q r . A evi oF A rF,?,g v'A,uT �!- UC�►�I �'"r a �� �`f ��c: �a r�° ,�1 �',, `� }�� E STA O,k AA.l'r" 7 PlIE .sy. 1;7EAj wI'// LQE' ., P ip 5 P- F"? 9 14 IN 40 H C 7 7 B Is FVDAI g k 0 , 7 77; #lLPne..r nv,. x.. ria.. wuA.M.r faY wKU..+ .:.' .. ., .. ., d.SW1`wtM+M:«W. 4r&w:.., b.+ Ai � '•A 6�,16Y`7SUEAA:,l 5 . STATE DIVISION F F & BUILDINGS � 1 DILHR PRIVATE SEWAGE SYSTEMS B UREAU OF PLUMBING --- -- "• 201 E. Washington Avenue, Rm 178, PLAN APPROVAL APPLICATION P.O. Bo 7968, Madison, WI 53707 . 608. 2663815 INSTRUCTIONS: Please fill in all applicable data and submit this form with plans. Plans will not be reviewed until all fees are received: The back side of this form describes required plan information. Plumbing codes can be purchased from the Department of Administration, Document Sales, 202 South Thornton Ave., Madison, Wisconsin 53703, Telephone (608) 266 -3358. 1. PPR JECT INFORMATION Type or print Clearly) Revision To Plan Number: ©✓ �%- O 2f Name of Submitting Party (Plans returned to soma) Project Name Street & No. or Rural Route Project Location - Street & No. or Legal Description fiV !a ". er5r% Of ib�CV% /�,/4J % S� C • ,3 y rZ F AI P l P� City or Village State Zip City ❑ County Village ❑ OF:licif�/C Town Telephone No. (Include area code) Designer code) Owners Name Telephone Telephone No. (Include area o: 11nclu area ode) R0,6eifP7 U4.8of sF r 7- 715-3 .5 N1 f ,F �/N �'� �`' 6 rte-- -- 3 -�- Street & No. Street & No .,.- City or Village State Zip City or Village Stata Zip 77,' '5 S 2. APPLICATION. FOR: r t.� Conventional System - Public Building (1) ❑ New Mound System (3a) ❑ Holding Tank IZ) Replacement Pressurized System (4b) ❑ Replacement Mound (4a) ❑ Petition For Modification (6) New Pressurized System (3b) ❑ System in fill (1) ❑ Other Alternatives (5) ❑ System in Flood Fringe (1) ❑ Groundwater Monitoring (7) 3. FEE COMPUTATIONS (Include existing tanks) 4. FEE SUBMITTED FOR OFFICE USE MAKE ALL CHECKS PAYABLE TO DILHR 3a. 750. 1,500 gallon septic tank -30.00 4a. 3b. 1,501- 2,500 gallon septic tank -40.00 4b. 3c. 2,501- 4,000 gallon septic tank -55.00 4c. SS 3d. 4,001- 8,000 gallon septic tank -70.00 4d. 3e. 8,001 - 12,000 gallon septic tank -85.00 4e. 3f. Over 12,000 gallon septic tank -100.00 4f. - - 39. 600- 1,000 gallon dose chamber -30.00 4g. 3h. 1,001- 2,000 gallon dose chamber -36.00 4h, _ 3i. 2,001- 4,000 gallon dose chamber -50.00 4i. 3i. 4,001- 8,000 gallon dose chamber -65.00 41. -. 3k. i 8,001 . 12,000 gallon dose chamber -80.00 4k. 31. Over 12,000 gallo d chamber -95.00 41. 3m. 500 5,000 gallon holding tank -30.00 4m.' 3n. 5,001 - 10,000 gallon holding tank 40.00 4n. 3o. Over 10,000 gallon holding tank -5 0.00 4o. 3p. Groundwater Monitoring Per Lot - 32.00 4p. --- (other than a proposed subdivision) Subtotal .�.�._o tr 3q. Priority plan review: (walk through) 4q. /�ns �G Submittal of plans in person, by appointment, with double fee 3r. Petition for Modification Setback -20.00 4r, v Site evaluation -50.00 Total: Fee '..' I` DILHR4604748 (R. 02183) NOTE: Fees subieat to change on July 1, annually. -OVER -- 7 7 77 " l 4 _.. kY yF '•y -�'1 [ 4f t v , r t. I: , ., O 4 u 1 VA of r= e tz t G p 19Z zx .�. . es 4 1 cx ub tj C .µ C �� � � • w 4� r F �o IA � i J c r 0'-�/f o : ZO7 -5;� - Z sv 7/+3� vet BSS. cl ao ov rY N�aJ 1 1 or ' �Gd 41 ' ziyof1 Perforated Pipe Detail tr,elos Locoted +Dtr bottom, ;►` Art Equolty 'tpoctd a aJ *k � PVC Monifold Pipe' D�atritaut�on FT°�rl�s r f r Pipe f 8 force 'Mgrt+ 4.' eiil,bF+IM t�N�li�l�l qa �` � A Ow To Ent Cop 4 End Cap Ft � Distribution Pipe Layout p Y P .� .; S F a F PSG x q8 Inchfr'% I` Inches.` Hale Diameter,. , Inch L . End view 1` Per }oroted Lateral Im . x End[ cop .' P VC Pipe M anifold Inches Force Ma in " Inches # of holes /pipe, Invert Elevation of Lateral$' -�QFt. 's PS 7/. f,17 - z D GV4 �0 / 2)8- ' Af / N t a y < V O 4 1 i1: S YS TEM P V t r= ' 7 3 FT j 4/ "M�vr�`nla a I i o o I� CP pip e f1l ! I I S�;ahev L � I , I o C SECTION P LA J n %RA t P - 1 y /o�oc 4 y �, o C '�o �A° -- ccaT�' a a °o ME D. SAuD I so��s r E) WHI ANX K Cl SON : F EC$ v ti. �PPw vv il/o r,6 APPRavE� M1 11 cA SI?AoA/ 14VIS 715 -�y,7� t3 // Ia�PE'CASr Co�ec,��r€ 1'�k• , o 11 E'N r v, �f �cN f AMA 04C �! G COOex Cep M �NIC r 4 C , - � 4" C. T. Vent. �•U wa er line Low water line Vi 0/10 T f x 7 i-,VP 2 y4 f: 4J 14Y4 r OA, p 13+ 7e NK C J i1w so l ! s '- n 7 9, 64 /S / D A Lt)f151ELO = 2 ��� a4 y �s �Af, DOS 5 C' I. /NI/ERr O sw Ocs cc ' -W i TVIL: MNMILLLR 3 ", 4 ", 5 ", 6 8" Standard Design Single Sewage Siphons II p..o P p D• o . 4 1 v. yy Low WATER LINE b A p. v v back vent amp oveinow, are not furnished or sold by Rex - n o PFT Division. Vitrified tile pipe and fittings are generally o' v;° used for this purpose. Approximate Dimensions in Inches and Average Weights in Pounds Diameter of, Siphon A 3 4 5 6 Drawing Depth D 13 17 23 30 36 Diameter of Discharge Head C 4 4 6 8 8' Diameter of Bell . 0 10 12 15 19 2t �Q Invert *low Floor ... , E 434 5' /s 7' /a 10 g � Depth of Trap .. F 13 14'/4 23 30'/4 40 Q4�G� K r ' Width of Trap .. G 8.3/8 11 14 - 2roor /3 0 `✓ ; �v Height,Above Floor H TY, 11-3/4 9% 11_ ;invert tai Discharge=D+E+K ... , .... 3 20 25% 33 %' , 44 41r; Bottom, of Bell to Floor ............. K S 3 3 4 . � w� Center bf Trap to End of Discharge EH .. { 12'/ 14% 17 19 Diameter of Carrier ...... , ........ S 4 .. 4-6, 6 -8 fi-10 Average Discharge Rate G.P.M .......... 72 165 328 474: 950' Maximum Discharge Rate G.P.M......... . 96 227 422 604 1400 Minimum Discharge Rate G.P.M. . .... 48 102 234 340 500 Shipping Weight in Pounds ............ ... 60 150 210 300 800 Detail Drawing 1 F , . , .... , . . , , . ... 373 374.2 375 376 378.2A Note: —Two single Siphons of this type set side by side in the same tank will alternate. See page 4 for discription of operation. The draft "D" will be 1" to 2 " less in this case. Siphons listed here are carried in stock and can be shipped promptly on receipt of order and payment. The drawing depth "D " may be reduced in certain cases by special air piping. Contact the 1"j manufacturer for these special applications. ) ` l h - ST es vDit/ o,d Y, 3 t tAf lniENT OF RE PORT ON SOIL BORINGS AND S AFETY & B D I LDINGS VI ON P.O. BOX 7969 I ABOR AND � PERCOLATION TESTS ( 115 1 NUMAt� RELATIONS y� l / MADISON, WI 53707 Y (H63.090) & Chapter 145.045) P9�PCEL C�oA16�sfi Of e Wi'47 Vi Al4), y aF�1 1 0 " - -� —`! Y LO CATION: S TION:' 70 WNSHIPlMUNICIPALITY: LOT NO.: BLK. NO.: SUBDIVISION NAME: .uw '/4 '/4� 51 /T 79 N/R I E lar ev.9 4ry PA/1' f '4 /9 *4-0- )w40 —Q _ COUNTY: O BUYER'S NAME: MAILING ADDRESS: ,M i c/ A ,� / //w' Y. lo,� iPD,6Ei�TS �' 5 - 5 2- 3 ` - USE DATES OBSERVATIONS MADE NO. BE .: COMMERCIAL `IAL DESCRIPTION: PROFILE TION : A 1 N TESTS: ❑Residence loo jL /EST New ❑Replace �� � ' Z /40 3 AIV�{� •-� — �'i f•• 4 70iLF7'5 ' RATING: S= Site suit for sy em U Site unsu itable for system ONVENTION ,L: MOUND: IN- GROUNI3PRESSURE: SYSTEM -IN -FILL HOLDING TANK: RECOMMENDED SYSTEM: (optional) S ❑ U S ❑ U _ S ❑U EIS 9JU ; ❑ S U � OR Al- ,PQV vt7 (. I lf .Percolation Tests sre JOT required . e ' RA TE: �f any portion of thi: tested area is in the I : under s,H63.09(5)(b), indicate: 1 � ¢ `Q SQ . Fr- PA Floodplain, indicate Floodplain el —� ;A1 jr. PROFILE DESCRIPTIONS BORING TOTAL OE TH TO GROUNDWATER -IN CHARACTER OF SOIL WITH THICKNESS, COLOR, TEXTURE, AND DEPTH. NUMBER DEPTH ELEVATION OB SERVED E H S TO BEDROCK IF OBSERVED (SEE ABBRV. ON BACK.) - , 75 'AV-6 Y- Yd" 'RA) 67 4, /,33'O,tl? - 4AJ. B- f /1.0 /00, 7y 1-2 Q , s, 1 o.' - , cam. G,e . WAN, 2, 5e' Z1r- ,a. S L -, J,f'., ri'1•y ")'"�.5. B- 7 o ' T/W C 5 w GIP - 3 .4 O•p 64 : G, , 2. � Ix 4, qp" c R 16 0 a > /(7, Q Ev" s to, D ' OR GIe . & �?. !�(Q t0� !� /J • .S' Pt. 4A) sL., . ya'I RAJ. 7wtcP. 5� 11K , $N. CS ' 4 ►�G�!°'., •> /�, C7 w, Poe,/'.e f5 of ro 0,0 fA- ;P.,i 5 4- . PERCOLATION TESTS ~' DEPTH WATER IN HOLE TEST TIME DROP IN WA ER LEVEL-INCHES RATE MINUTES N" ER IN AFTERSWELLING INTERVAL -MIN. a R D 1 PERT D PER INCH P a as t F s / At E 101 - G h'9 f" lt1 vUp L iti • ?A) 4A P S , D P- * ► PLOT PLAN: Show locations of percolation tests, soil borings and the dimensions of suitable soil areas. Indicate scale or distances. Describe what are the horn - zontal and vertical elevation reference points and show their location on the plot plan. Show the surface elevation at all borings and the'direction and percent of land, slope. See M`- ,,. SYSTEM ELEVATION AV ���' ,. S :� � � ✓�•dIGf�Itt __ _`5,�77�L" ; �d�� , .S O,I L .�.5 _ _ �- •�';fi.�J? �.!�.� �_._7 1 1 4 0 , b c 1 i , �j o A 0 � 4 1 r 1 1 1 Frr. 2- A-014i A' s�i�u#,4Ai7' --,41 `a �✓ Tp /Li r, A1,W � �� S� � T � ° 3 0 ,fi t oy .3 �2 1 , 1 1- ?tr[y Lc lS )"too --A 39 -C f' 4�4A'L- 1, the undersigned, her certify that the soil tests reported on this form were made by me In accord with the procedures and methods specified in the Wisconsin Administrative Code, and that the data recorded and the location of the tests are correct to the best of my knowledge and belief, NAME (print): TESTS WERE - COMPLETED ON: OB °UI;BRrca�e p z I R o* 3 �_ .,, _... — CERTIFICATIO NUMBER: PHONE NUMBER tional); A ss: !4E$FT G; SS —o 2 y 'L C - r ST Co. ' t if 5 " ' - Jl CST UDSO IG ATU AJ��O )Vjq 3 HN, WI$, 54016 AOR IN f M3a io�y s ' DISTRIBUTION: Original and one copy to Local Authority, Property Owner and Soil Tester. ` , 'J;T LLHR•SBD -6395 (R. 021821' — OVER — INDUSTTRY, OF R EPORT ON SOIL BORINGS AND S AFETY &BUILDINGS RY, DIVISION `AB AN PERCOLATION TESTS ( 115 ) P.O. BOX 7969 HUM14N R 1 / MADISON, WI 53707 (H63.09(1) & Chapter 145.045) ` LOCATION:�(j SECTION: TOWNSHIP /MUNICIPALITY: OT NO.: BLK. NO.: SUBDIVISION NAME: Na '/ 1 I 3 /T4 N i+� E (a ► rv�f �'�' ���T' OF l` i! COUNT : OWNER' BUYER'S NAME: MAILING ADDRESS: 6 4 141VOP1 1141)y. G X06 ,STS Gv�s syo a3 ` USE ' DATES OBSERVATIONS MADE NO.BEDRMS : COMMERCIAL DESCRIPTION: PROFILE DESCRIPTIONS: A ION TESTS: ❑Residence f0D SCAT PEST "rkNew p ❑Replace � ..� o -9 3 r &M LD RATING: S= Site suitable for system U= Site unsuitable for system ONVENTIONAL. MOUND: IN :GROUND•PRESSURE: SYSTEM -IN -FILL HOLDING TANK: RECOMMENDED SYSTEM: (optional) ® ❑u ®s ❑ u ©s I DS au a s au I lf Percolation Tests are NOT require DESIGN RATE: 1 :� / If any portion of the tested area' is in the rms � under s,H63.09(5)(E�) ; indi( ate: �= - �•�. ` iFlondplain , indicate Floodp ?ainelevation: 1 _4 —y /n) PROFILE DESCRIPTIONS <- BORING TOTAL ELEVATION D PTH TO GR UNDWATER -IN T CHARACTER OF SOIL WITH THICKNESS, COLOR, TEXTURE, AND DEPTH NUMBER DEPTH OBSERVED hST.HIGHEST TO BEDROCK IF OBSERVED (SEE ABBRV. ON BACK. B- B- PERCOLATION TESTS TEST DEPTH WATER IN HOLE TEST TIME DROP IN WATER LEVEL - INCHES RATE MINUTES NUMBER INCHES AFTERSWELLING INTERVAL -MIN. P RI D 1 PERT D P PER INCH P. , P S ` P_ P- PLOT PLAN: Show locations of percolation tests, soil borings and the dimensions of suitable soil areas. Indicate scale or distances. Describe what are the hori zontal and vertical elevation reference points and show their location on the plot plan. Show the surface elevation at all borings and the direction and percent of land slope. / E.D SLi,QG L Li ey4 c L� SYSTEM ELEVATION lie 6 w I/ a r. 004..r /.T ..,� . 'gr 1 a r r_ o z o 1 { r TN Y a cE.ii 1 c:6��:i 1, the undersigned, hereby certify that the soil tests reported on this form were made by me in accord with the procedures and methods specified in the Wisconsin Administrative Code, and that the data recorded and the location of the tests are correct to the best of my knowledge and belief. AME (print : 00D umuez, TESTS WERE COMPLETED ON: I/P c zr 1�{ 0 3 A DDRESS: H l ��r.�i E TESTIN CO. CERTIFICATION NUMBER: PHONE NUM ER(optional): � 5- off- `~ , r - - M_W6A_D CST SIGNATURE: i ` HUD") 1, WIS. 54016 �� ISTRIBUTION: Original and one copy to Local Authority, Property Owner and Soil Tester, P ILHR-ISBD-6395 (R. 02/82) — OVER -- AMA ASIWj- /00 SC-47 P4 o r P44,41 Nki y f f4 'fle �� iiwsE mosr Lif . 2,5,' cr ot m ste "o- 4iu rrfr ovc-45. �pft posE o wea mvsr We' 50 " lot Aissfr Feom 4,,,. 6- AM 1vC,#r1,Avf AOJAC�Qv ok 5-400'el &Wrs - for of te .5 , Yo^ z - 8 M 5 e I-or r , I &AXR J009 t0 ft*ce,Pb vwy "Irlo (6 LE&END A C. o /00-0 & 0 HOMESITE TESTING Co. RT. I O'NEIL ROAD B 13 HUDSON WIS- 54016 Ja r3 Aoo� 7 /0-45� 4 0 y co Aq "a J C? dk B , WARREN r- _.� T29N. R.18W SEE PAGE 43 � Y lam v • / ao �7s9 n'nse d3 /'•1 rr` Siac. /7c// /c,E Mis y ti • '.73f >n /7 v [orris Po , w �S S �s. ; Mur l 0 ry � 2 � _ 17 o � 0. 4r lj.. .va cy a .c �n e9 �• _ - '�a0 � � e� a .� °».v � lves i Nee /sc. -/ t Pa,_ i3 /sa .er nn l *`y .. Mss Dan y C V, Mar-% sao 'Fed <� d s R ro• w /sr (! p� /c >an f_ //YlnCrs u f n sr !i de rro. �,; 0�0� r� 21d� �T / � C� oi'o /hY • !/ VO `y V� ._ __._ /, /. dr vrlr A /i / /iarr/ i.. -� .('rr•^ru.d i/ ./va- /�/ /49.9 Lib J/o � h [r <. -/'i L`.E /Ga •FC ROAer'/ f z'a and C /ct /c� Guc> //s P .Lbw s E S'hu'n > / /Puvs/>z+r ¢rrns, Kr.�. >c' U S f7 /c %hard EJ. !N o + R _^- r . J7 v `;.�- Me /% L=am /P/-. Z b/. ss 2 S'n.•, f /'e de�r�.E f �or•!s ® 0 —vc •J �y ass. fbo .,, •..98 .<s,�.BY zao /SO /s7.s ,•'�ur:�..Tj '� /6U /6O lE+o /Go •� £.46 5 y ncs/ of C C d...°..re D!` q M be °"¢ \ . y /Vechvi //e Bur /4.AltNene Cco/ tia //e ? `> tl tl "� b >B. s Van CieeX W eiS y Bo 41�r zf_s,os T :0 /Vech v! //e Z �: 13 l J•. G'o�ni //u 7 l' I C s a d ~ c "uycne a •.� `� D >ao E � D Ge1'e�itt n q \ \ V, F � sc .q . C.laawe E e /yn ref's S1 ; y •a • �� Hal/ A /97 w tl 5 d p i yV �/ e°ller Fed FDe /owes (�3. 4! ** • d S l of " k / �6. 34 zoo /! / �.. �l ro • • V 3rt ' /5r 9s J - • V • s > saes C 'a//� /y v v b o l Rober/'q Cb p W zsyg Dary/ !eo n'2cde p v tlt Ka #a /tee /i /bo b.Vq quo M 0 Nw r q yJ. rr '�o %R CT / +,..a_a l,� � :s3' /, r-• G ' gg `1��q 1, / iJF� t. . , oVC LC' q0 \ p yi / /.'s ry.l,G.u>- • D. ";r • 1, �1fa.>a /.�� fPC /JUr»u r C�� � v � V lV F4/vns, � • ROBE TS lVe /s .po .� - /Coshr ira h N q N V V q Rae 74 z t :. a IDon /dq "�`�K �� � h � tl 4� a �`�g Sh2.>/c S i'.o /4 (ir•.zhor» i RUth /is:>•v / `o .9fh rho ItSF� 3fe�nen c!c os�. H¢r» /i /! • \ eal 1 j y 65 y � �;' , C dau/s L r ono a E eB. • a. �- � 4 l _ i s lV c5m. tb echum,2n a.m � y .� 1t2.- IJ: a.ne ! d N �scsrr. /t3 '' leon� �� Cpl 0 V �../ci 86.43 ^ 160 • �C' AIo:.7 h( s rN c,o h l Bbo /d K:ea..3;y�'' �9.ys C /a,- �✓ /ey ar rj L.'OW IJ'o b e FIN W /ham LAC /aPp 9,� /o/ a � 0. l- VCS /cy Co es l � 3a6 l Cow /es 80 ' I vr.Gawa Sch� a /e' r /bo o ' .fers Q. J�'N r6o /S7.BQ \aa or • /Cdab .EaF Jam�.s Q.\ •, h �, v N �C 1 aroP M -BO 875 ctui • • � / � � GucN /e N 4 Le�7 _ rm ett .>a.nP.s Ua�w..> • _ 0 • • v� V N jj „9. rn•:' t fa 9- f foyert L •nnis tlo '• ,p Lco s y /ah¢e/ £iA42 Pow• dMtz o° /s X-1 ° s �naL 4 lNE SEE PAGE /7 cSt C+o.,i Cou/at3y w s. Th. g y �a �'�a 0 a..` � c�wT. a to � ai ❑i; r Ec. � r��g \/ Li (,�+' �p e b �, ,Py YroiF°° G' i,.,, }. �:i 94. �'• ✓ I 3 .4 `�' Pal ac r pt d{ 514 •P� 's• .�.. . >? Form - S T C 100 Owner of Property d a Location of Property �y IV CJ k Secti0n _N R_,ZEW Township Mailing A A Subdivia:Ql'�'�"" �q� Lot Numb Previous \, Total Si J � Date Pal Are all 0 . Cart .Dee( X . LAW Othi PROPERTY OWNER CERTIFICATION I OW certify that all statements on this form are true to the best of my (wr). knowledge; that 1 (0) am (ate) the owner($) of the property described in this information form, by virtue of a warranty de r orded in the Office of the County Register of Deeds as Document No. ,3a ; and that 1 (I,+ro presently own the proposed Site for the sewage disposal system (or I (wef have obtained an oasement, to run with the above described property, for the construction of said'system, and the some has been duly recorded in the Office of the County Register of Deeds, as Document No. ). 6IGNATUAa of OWNER SIGNATURE OF CO.OWNER (IF APPLICABLE) DATE SIGNED DATE SIGNED '? DOCUMENT NO. STATE BAR OF W[SC;ONSiN -FORM 11 LAND CONTRACT - Individual and Corporate • THIS SPACE RESERVED FOR RECORDING DATA 1 363279 Vol 609 Page 448 Register's Office St. Croix Co., Wis. t Received for Record this i CONTRACT, by and between Do K and Rudo 19th day of March, A.D. 1980, Kreuziger, as tenants in common at 8:30 A.M. - -- -- - - - -- ("Vendor ", J5/ James O'Connell whether one or more) rand Marva n 1. R i h _ - Register of Deeds ( "Purchaser ", whether one or more). " Vendor sells and agrees to convey to • Purchaser, upon the prompt and full per - formance of this contract by Purchaser, the following property, together with the rents, profits, fixtures and other appurtenant interests (all called the " Property "), in S Croi _ County, State of Wisconsin: RETURN TO All that part of the NEB of NFh of Section 33, Tyine Ely of U, S. iligh -way "65" and all that part of the NWk of NWT: of Section 34, lying Wly of a private right-of-way leading to the SW4 of NW all in Township 29 North, Range 18 West. Tax Key No. !) M �I it f it i ` N " is not This homestead property. (ir) (ic rot) Purchaser agrees to purchase the Property, and to pay to Vendor at s41ch R?s'tce1Gs— onably directed , the sum of $ 65 000.00 in the following manner: $ 8 500 - 00 at the execution of this Contract, and the balance of $ 56 together with interest from date hereof on such portions as remain from time to time unpaid, at the rate of nine ( %� °) per cent per annum, until paid l in full, as follows: Commencing on January 1, 1981, Buyer shall make monthly payments of '4 principal and interest totalling $508.35 on the lst of each month for a period of twenty (20) years or until the principal balance of $56,500 is fully paid. Sellers shall, upon reasonable notice, have the option of calling the entire principal balance outstanding due and payable at any time after January 1, 1986. I! Purchaser shall pay accrued interest on December 1, 1980. i - FuTCIrasei, lYr!'iess L�kL'+fiN� ��rrilaFr -: iOHS'to-p'lj-[GOrlklLllj-ip^ LdIILl1a 1L: AtS. 9tlfftClfftt�tC8ig118b {�f �tT�RttCtQLrte ` Elte- peYmertt-- eE-tc+ rtes,- epecrel- asaessrnertte�,- ft�► dTreQaired- iwsetrtrnee- �reRtiwr+ s.- Te- tl�e�rt�rrEteeei�ed- bY-- lfer►tlat,- i�'eteder ; I * a -aHp�i+'-PcyiRenk� -ta-t# rase-- eblig.tiatts- when- Saar- Sus ataouxts seceEVecL by tl� � daf- tor- p a l :R►eF � t- � tr+ i aasessmcttts-atrd-trrsnranrm- will- be-depersited- irtta- aerBr+ grew- ftlst�- ar- tetet�aeeouaT,.�tta- mall -neE- boar- irttEreast- arrlet- et�trwise-- rcclerired- by -1+►w. Payments shall be applied first to interest or.,,,he unpaid balance at the rate specified and then to principal. Any amount Tanuary ._ 1 to R1 - tter^ a ...h ime- after_ _ _��.. mspi7e nt- of- prtrrripat - withmrt - pemnssior - uf - VT ndar-* I In the event of any prepayment, this contract shall not be treated as in default with respect to payment so long as the unpaid balance of principal, and interest (and in such case accruing interest from month to month shall be treated as unpaid principal) is fpss than the amount that said indebtedness would have been had the monthly payments been made as first specified above; provided that monthly payments shall be continued in the event of credit of any proceeds of insurance or { condemnation.' the condemned premises being thereafter excluded herefrom. Purchaser states that Purchaser is satisfied with the title as shown by the title evidences bmitted to Purchaser for 1 examinationeii Sellers agree to release all interest in the house and darn on the property and two (2) acres of land surrounding the buildings upon principal payment, in excess of scheduled monthly payments, of $26,500; and S,11ers agree ro release all interest in vacant acreage up4 payment, in excess of scheduled monthly payments, of $2,000 per acre to be released. Purchaser agrees t(, e pay the cost' of future title "vidence. If title evidence is in the form of an abstract, it shalt be retained by Vendor until the full purchase price is paid. Purchaser ,shall be t,nlitle to take possession of the Property on March 15 19 80 *Cross Out One.'' (To Be Used in Non - Consumer Act Transactions) i "NO CONTRACT- tndlvldual and Corporalo -STATE HAli Olt WISCONSIN, FORM NO. I1 -1977 Purchaser promises to pay when clue all taxes and assessments levied on the Property or upon Vendor's interest in it *and to delivt. lo Vendor on demand receipts showing such payment. Purchaser shall keep the improvements oil the Property insured against loss or damage occasioned by fire, extended coverage perils and such other hazards as Vendor may requi.e, without co-insurance, through insurers approved by Vendor, in the sum of $ 26 500. 00 but Vendor shall not require coverage in an amount more than the balance ow ed tinder this Contract. Purchaser shall pay the insurance premiums when due. with Ven4or. Purchaser shall promptly give notice of loss to insurance companies and Vendor. Unless Purchaser and Vendor otherwise agree in writing, insurance proceeds shall be applied to restoration or repair of the Property damaged, Provided the Vendor deems the restu'ratiun or repair to be economically feasible. Purchaser covenants not to commit waste nor allow waste to be committed oil the Property, to keep the Property in good tenantable condition and repair, to keep the Property free from liens superior to the lien of this Contract, and to comply with all laws, ordinances and regulations affecting the Property. 11 Vendor agrees that in case the purchase price with interest and other moneys shall Lie fully paid and all conditions shall be fully performed at the times and in the manner above specified, Vendor will on demasid, execute and deliver to the Purchaser, a Warranty Deed, in fee simple, of the Property, free and ciqar of all liens and encumbrances except any liens or encumbrances created by the act or default of Purchaser, and exce easements and r:ip c�f way of Pwchaser agrees that time is of the essence and in case of default in the payment of any principal or interest when due, ofin the pe(formonce of any of 'he conditions, covenants, or promises of Purchaser, and such default shall continue for a peric�d of ___ 60 __ days, the Vendor may, at Vendor's option, declare the contract at an end, all rights of the Purchaser under this agreement cancelled, and the amounts paid by Purchaser hereunder forfeited, the same to remain Vendor's property as rental of said premises and as liquidated damages for the failure completely to fulfill this agrecm�_nt and Vendor shall forthwith and without notice have the right of re-entry; or, at the option of Vendor and without notice to Purchaser, notice being hereby expressly waived, the whole amount of unpaid principal shall be deemed to have become due and payable; in case such option shall be exercised, the unpaid principal and interest together with all sums which may be or have been paid by Vendor as herein authorized with interest on such disbursements at the rate aforesaid shall be collect- ible in a suit at law, or by foreclosure of this contract in the same manner as if the whole of unpaid principal had been due at the time when any such default occurred, and the indebtedness shall embrace, with unpaid principal and interest, all the surns so disbursed with interest as aforesaid. in case of legal proceedings to enforce any remedy hereunder, whether abated or not, all expenses, including reasonabic attorney's fees, shall be added to the principal, become due as incurred, and in case of judgment shall be included thereir- Upon the commencement or during the pendency of any action of foreclosure of this Contract, Purchaser consents to-the appointment-of a rec�iiver of the Property, including homestead interest, to collect the rents, issues, and profits of the Property, during the pendency of such action, and such rents, issues, and profits when so collected shall be held and applied as the court shall direct. i All terms of this Contract shall be binding upon and inure to the benefits of "'the heirs, leg,#1 representatives, successors and assigns of Vendor and Purchaser. (If not an owner of the Property the spouse'of Vendor for a valuable consideration joins herein to release home-stead rights in the subject Property and agrees to join in the execution of the deed to be made Dated this March 80 day of Doris Kreuziger Marvin L. Risberg Rudolph Kreuzi&er AUTHENTICATION ACKNOWLEDGMENT Signatures authenticated this -- day of STATE OF WISCONSIN St. Croix A County Personally came before me. this 1 2 day of March, 1980, the above named TITLE: MEMBER STATE BAR OF WISCONSIN Doris Kreuziger, Ruddlpli Kretiz:Lger. and Marvin L. Risberg authorized by §706.06, Wis. Stats.) This instrument was drafted by L. J. Webster, Attorney to me known to be the person-9--who executed the fore- ( I going instrupqt and acknow" the same. River Falls, WI CA,411414e,�,_Lll (Signatures ma) be authenticated or acknowledged. Both i are not neces I sary.) Notary Public County, Wis. The use of witnesses is optional. My Commission is permanent. Of Namesof persons signing in any capacity should be typed or printed below their signatures. ` _ • Department of Industry, Labor and Human Relations �UXSCCXMn ivision of Safety & Buildings D 1 L H R 8 Bureau of Plumbing P.O. Box 7969 ' � OEPAFTR1EflT OF P10U9Ti7Y, LiiBOii 6 FMJIMM1 FlELRT10r15 Madison, WI 53707 q9 F/� Tel. ( 608) 266 -3815 7`(n� -•4� .� 7! •, -- j �y� s �9 ALL CORRESPONDENCE gds 4 REFER TO PLAN IDENTIFICATION NO. I NAB OF ROJECT 7 PRIVATE SEWAGE ONLY ❑ GENERAL PLUMBING PLANS Fee Received: '2/0 1-0 TION �� Priority Plan Review, n y fie °� �8 f:_1 CITY TOWN Examination of plumbing plans and specifications for this project has been completed. In accord with Chapter 145, Wisconsin Statutes and the Wisconsin Administrative Code, the plumbing plans and specifications are approved contingent upon compliance with the stipulations shown on the plans. Please review your code for the requirements of each code section noted. The licensed plumber responsible for this installation shall keep at the construction site one set of plans bearing the department's stamp of approval. The installer shall also notify the appropriate inspector of when required inspections are to be made. , y In granting this approval, the Division of Safety and Buildings does not hold itself liable for any defects in plans or specifications, plan omissions or examination oversight, and reserves the right to order changes or additions if necessary. This approval is based on Wisconsin Administrative Code requirements. It shall be necessary to obtain and fulfill the permit requirements of the city, village, township or county in which this installation is to be made. Failure to local permits will a void this approval. ! ca 7`C"' f "! r `"' �` ;�, ' � •vca --C r S lc�is(1. /, �> 7 r^^ -� c.� C " ` r! Sincerely, /4 -� :, , � P r ,� For Private Se,.vage Systems ONY: This approval is valid for two q4a /— ears or it will be valid until Sarg t f a - �j�' '� th e expiration th e of the initial Bureau Dire or sanitary permit. _ RE D E: j cc: DPS -C11 ) Owner <- R & Rec. San. Section 'k Local PI Plumber Bur. of Health Fac. & Services ourit Other DILHR SBD -6099 (R. 05/82) Department of Industry, Labor and Human Relations "��" Division of Safety & Buildings DILHR Bureau of Plumbing ''- P.O. Box 7969 � OEi+WgTR1Ef7T OF - �WCXJSTRY.L Madison, WI 53707 Tel. ( 608) 266 -3815 IN ALL CORRESPONDENCE � T j REFER TO PLAN IDENTIFICATION NO. NAME OF PROJECT ;s - Lan, C"� �� ST�i - e- , e7 PRIVA NL - ❑ GENERAL PLUMBING PLANS 6 Fee Received: Z 1 LO—AT ON Priority Plan Review n y "1 IjY"OR TOW Examination of plumbing plans and spe for this project has been completed. In accord with Chapter 145, Wisconsin Statutes and the Wisconsin Administrative Code, the plumbing plans and specifications are approved contingent upon compliance with the stipulations shown on the plans. Please review your code for the requirements of each code section noted. The licensed plumber responsible for this installation shall keep at the construction site one set of plans bearing the department's stamp of approval. The installer shall also notify the appropriate inspector of wner required inspections are to be made. _tae94-a . I � In granting this approval, the Division of Safety and Buildings does not hold itself liable for any defects in plans or specifications, plan omissions or examination oversight, and reserves the right to order changes or additions if necessary. This approval is based on Wisconsin Administrative Code requirements. It shall be necessary to obtain and fulfill the permit requirements of the city, village, township or county in which this installation is to be made. Failure to obtain local permits will * automatically void this approval. Sincerely, {� / /�, 4 /r / �/ For Private Sewage Systems Only: �. f This approval is valid for two 5 ,,„�� �,y�°,✓�� / °'` Q-' �� years or it will be valid until es Sar the expiration date of the initial B reau Dire or sanitary permit. Pr N S RENtTEWSA B , DATE: cc: Owner & Rec. San. Section Local PI Plumber Bur. of Health Fac. & Services ou Other DILHR SBD -6099 (R. 05/82) M ate of Wisconsin ` Department of Industry, Labor and Human Relations DATE: SAFETY & BUILDINGS DIVISION Bureau of Plumbing 201 East Washington Avenue P.O. Box 7969 Madison, Wisconsin 53707 i /-� Plan Identification No. ' 9 4-,[ 7 2. o 36 -� Z9 The Bureau of Plumbing has received a request to review some minor changes to the above - mentioned plans. Those changes have been approved as indicated below. The approved changes will become an addendum to the plans previously approved. All other portions of the installation shall conform to the original approval. L c,Jo �5� 9a /��, L 77 /fe e /`a 04�dq A� S .e • c. �•�s c.� � JseQ ,i� Ste: `eS 7 8 S rely 6, Plan Approvals Section of Private Sewage and Platting �rF cc: 0 - ite Waste Specialist Count I w. ST. CROI X COUNTY r WI SC0 NSI N ZONING OFFICE '� ,f ,, i.• T. i.CC 796 -2239 (HAMMOND) 425 -8363 (RIVER FALLS) HAMMOND, WI 54015 Decembex 15, 1983 - D.ivi6.ion o6 Saj ety and Bu c,.Zding &viceau o6 Ptumbing P. 0. Box 7969 Madi6on, WI 53707 Dean b•uc: On an in.6 pecti.on conducted on 12 -2 -83 on the Manv.in R,i6behg pxopexty tocated in the NV- o6 the NE- o4 Section 15, T29N - R18W, Township o6 Waxten, the back hoe p•ct6 neveated that aoi& wexe aui tabte Jot a conventLonaZ 4y.6tem ab dej.ined by State Admini.6txative. Cade H 63. It ha.6 been hecommended that the 6 y6tem be de6.igned uti.ti.zi.ng the In Gxound Pxe&wte de6ign eh.Ltenia to neduce nece6aany area nequiument6. Shoutd you have any Sunthex qu"ti.on6 xegand.ing th,i.6 .6ubjeet, p•Zea,6e See.Z jxee to contact thi,6 osj-ice. S.incexe•Zy, Thoma6 C. Net4on 464"tant Zoning Admini6txatox TCN:mj +II r j �l it�l I a \ tn (f � lil�ll ? iiIIIIIJ I � r , { I � I 7 •� v i i I I Ile in Q ul cu CD 0 Q v L z � �• n x ,, dop r i W d Q rr W y � f / / * ' /