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HomeMy WebLinkAbout040-1186-10-000 I a a � O N C �. opa) - I m a O c O 0.-.- O N - N U 4 �co� 4i C � O N O - N Vj O �, N y Ymo et — CL r 0 co Naip\ I N N N Z y d p > o m o a z o a c E a m m C: @ LL c N C D) C N O c O .N O j Q m °o 0 °>�' m I Cl) Q) z N O z r O O Z d N o N w a m co z U) O O z ? 4 '5 K @ - a, z d i O `n N z I N 'a �y O �_ M I o N i • N = ._ O Q z z 0 z N N N N U V Q N N m C R d Q. Ln C LO }y O v d O p l N - M O N N d z 0 �Al R LL a 0. a hj I N �. c I ' rn m Z rn rn } I Lo ° o h N_ p 72 O O t LO LO O d 6 N Q) O C �l 7 O v N N O O c p 3 �', o 2 a ro ( _y a �co 00 a)ww ° °° y o o v Q L O Cl) F - CO M O G. U d a ., r �, , � _1 A C.) IL '00L • ` ST. CROIX COUNTY ZONING DEPARTMT3'�11 k AS BUILT SANITARY REPORT Owner 1 Property Address City/State RIVCr Fa //,S, to z qo Z Z. '. Legal Description: Lot v? / Block Subdivision/CSM # a)- RI c C tqCfr_S /\/ /4 A/&-) '/4, Sec. T 9N -RjW, Town of ?'roU PIN SEPTIC TANK -- DOSE CHAMBER -- HOLDING TANK INFORMATION Tank manufacturer Aid .aUst Size ST/PC Imo / 6 5D Setback from: House /1, Well /00 P/L Pump manufacturer rAU (& Model /o / # Alarm location #eU o (HOLD KS TAN ONLY) Setbacks: ice road Vent to fresh air intake Water Line Meter location Alarm location SOIL ABSORPTION SYSTEM Type of system: w Width Length y 7 Number of Trenches l Setback from: House _7�' Well �/46 PAL 7' Vent to fresh air intake - 2/06 ELEVATIONS Description of benchmark 4f �c�lu1 ~ .�te�k �.Vy Elevation 140, U Description of alternate benchmark Elevation Building Sewer ST/HT Inlet ST Outlet PC Inlet PC Bottom Header/Manifold Top of ST/PC Manhole Cover Distribution Lines ( ) () ( ) Bottom of System () ( ) Final Grade O O ( ) Date of installation l q Permit number '� 3�8 �/- State plan number ° 7 z1i 7 Plumber's signatur 1 0 1 4i4cry License number v��J�yJ Date 3 /A/0q Inspector "mot Complete plot plan .................... _ Scale I"=\. r ' Yage p oi l - L .Loo . o' a NJ '" se provide thlPfollowing: \,3o 44 Z . - � , l� V . b o ti � S F3•I \RarJ P 1 pQ • A plan env sketch o emything withi 100 feet of the system. • Two h rizontal r feren" " to er of s ptic tank manhole c�e�r. • Show lternatq' beRc ark . ap s 6 p_ VIE " or� of B �� �.a.a Lam., ioe.3 Q \` 1TrLOI$1 L�•l ST1 tv 6 w�.� k �! �, 5� 5 L I I I• 10 I s 1 N F i W € �'covSE 'lo QE F\T Lcrn: j t \AJ % t�T LET Z. S' F =-,zdM T�hs' I _ ►sttST VES : Elevations sUgWC47cE top OW Olevatij, unless Install permanent markers at end of each lateral. (Y required) noted. Install 4" observation pipes with approved caps. ( Z required) 'Septic tank to be 1bbuASO gallon capacity manufactured by Y1" T )A/ e _ Bench Marks S PfBo. V Divert surface water around system to prevent nnnrl -i nev n+ 4_1, _ Saleiy and uuuuiuys 1340 E GREEN BAY ST STE 300 SHAWANO WI 54166 TDD #: (608) 264 -8777 N visconsin www.commerce.state.wi.us Department of Commerce Tommy G. Thompson, Governor Brenda J. Blanchard, Secretary May 24, 1999 CUST ID No.267341 ATTN. POWTS INSPECTOR WEGERER SOIL TESTING & DESIGN ;` ` ' ZONING OFFICE 421 NAIN ST Si- M ROIX COUNTY SPIA PO BOX 74 �, 1101 RMICHAEL RD RIVER FALLS WI 54022 1 1� r � ;� , °;HUDSON WI 54016 r , RE: CONDITIONAL APPROVAL p.r„ APPROVAL EXPIRES: 05/24/2001 Identification Numbers Transaction ID No. 227278 S'te ID No. 168989 SITE: Please refer to both identification numbers, Site ID: 168989 ` above, in all correspondence with the agency. �E l� ST CROIX County, Town of TROY NEIA, NWIA, S36, T28N, R19W Lot: 21, Subdivision: OAK RIDGE ACRES Facility: ROBERT & KATHLEEN BRION FOR: Description: REVISION TO TRANSACTION ID No. 217417 Object Type: POWT System Regulated Object ID No.: 457755 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 approved changes will become an addendum to the plans previously approved. All other portions of the installation shall conform to the original approval. 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. Sincerely, DATE RECEIVED 05/17/1999 ��- A �C FEE REQUIRED $ 60.00 FEE RECEIVED $ 60.00 KE TH A WILKINSON, POWTS PLAN REVIEWER BALANCE DUE $ 0.00 Integrated Services (715) 524 -3630, FAX: (715) 524 -3633 , M -F 7 AM - 3:45 PM KWILKINSON@COMMERCE.STATE.WI.US WiSMART code: 7633 S1 -T - - -- Page of 6 3 \ Z. MOUND SYSTEM �;✓ '��' -5� FOR' A 3 BEDROOM RESIDENCE o� A < JL LOCATED IN THE VE 1 /4 OF THE N►N 1/4 OF SECTION T Z8 N, R 19 W, TOWN OF 'T ��[ , ST• CRuIK COUNTY, WISCONSIN. Lc-sT ZI of= o p v1 iR L D c- INDEX PAGE 1 'of 6 TITLE SHEET PAGE 2 of 6 PLOT PLAN PAGE 3 of 6 PLAN VIEW -CROSS SECTION: PAGE 4 of 6 DISTRIBUTION PIPE LAYOUT .PAGE 5 of 6 PUMPING CHAMBER ( Zv--Q , 33 st!X >w 4' spEcs, ' PA GE 6 of 6 PUMP PERFORMANCE CURVE PREPARED FOR VV.T.�.° P•�' q Z M ti.J f)tiz..p ST1Z -CST C o nditiOl icilly E r% zLv a t- t- , wi sqo ii ENT OF OMMER C �NGS DEPART Di`1I510N OF SAFETY AND gU1L \ ' EE CpRRESPONOENCE PREPARED BY WEGEl�EFZ S 31 1 TEST I NG f4eE�paS, >@6i?3. ?0 r P.O. BOX 74 421 K. KAIK ST. Aaniva RIVED FALLS. MI 54022 Koai - ?PR 715 - 4c,, - 0165 L 6uswoHnl, w L • ,�• .�' I1t t S P L K1J 13 U1.S wv of . Z D. h ?o _ z 1 - ) .y� �eQ �'.S I G 14 E �!► t'1PPRe�t�� �'sPl2tc I, 1°t99. `i�1� t,P'RJjL- Dl►�te'k � JOB NO. S I Page of Scale LL . U 0 0.0 a NJ u 5 • y �o .9$= N • a.Z L \`\ 6 9 / ` \ s' ti ou � T 4, tk e 6 eo �1`tp t/VZ • � y.,, l �� r � .zao�r� of 9 � i � I l � pF I ! 111:6° ` I Q Ni - r ; � "M GE PvT L(-_t5 1 P ZS` w L %E f T• UwST .� o - � S ►� j � NOTES •l. Elevations shown are existing ground elevations unless otherwise noted. 2. Install permanent markers at end of each lateral. (Y required) 3. Install 4" observation pipes with approved caps. (L required) 4. tank to be Nw) X650 gallon capacity manufactured by Y1 t. bh)P_'s`R 5 JZ� T, )A/C-- 5. Bench Marks S C PM(3 V E Ilivvrf -cznrfara wAi Arrntnrl Rvcztain 4-n rvratrcnf- nnnrli ;ii- +-ha nnhill cirin Page 3 Of b Approved Synthetic Covering rsTw1 C.33 Distribution Pipe Medium Sand Topsoil = = H G — J ,• F Elev. 1D0.3 3 E D h b ! f % Slope Bed Of Z * — 2 %2 Force Main Plowed Aggregate From Pump Layer D Ft. Cross Section Of A Mound System Using E 1.3Z Ft. A Bed For The Absorption Area F o-'6 Ft. G \•d Ft. A Ft. H Ft. Linear Loading Rate = 9. 6 GPD /LN FT B 4� Ft. Design Loading Rate= o,y GPD /SQ FT I Ft. J `Li Ft. K _ ��, Ft. L b Ft. W 3 Z Ft. —L bservation Pipe 0 A g K I - - - I • - - - -- ----- - - - - -- - -- ------- - - ---I Force Main W . O T - - -- -- - - - - -- Distribution Bed Of 2�— 2 2 Pipe Aggregate I Observation Pipe Permanent Markers I A� (Anchbr securely) Plan View Of Mound Using A Bed For The Absorption Area Page Of Perforated Pipe Detail / 0 _ / 1 End View ' ) Perforated End GOP, A PVC Pipe j � Install permanent - marker a a ,S�° at end of each lateral Holes Located on Bottom, Are Equally Spaced Q S PVC Force Main P PVC Manifold Pipe Distri ution 4. PiQe Lost Hole Should Be Next To End Cap End Cap P Z2 Ft. Distribution Pipe Layout S Y Ft. X Ll8 Inches Y (LS Inches Hole Diameter ! �Y Inch Lateral 1' 1 7.Inch(es Manifold 2 Inches Force Main Z Inches # of holes /pipe Invert Elevation of Laterals Ft. w Place 1st hole Z4 from center of manifold with succeeding holes at 14 g 4 intervals. Last hole to be next to the end cap. Combination Sept and PUMP "CHAMBER CR055 SECTION. AND SPECIFICATIOMS ' ,PAGE 5 OF (o VEUT CAP WEATHER PROOF - JUIJCTIOM box ti'C.I. VEAIT PIPE APPROVED LOCKIMG 10' FROM ODOR MAWHOLE COVER tutV dINpOW OR FRESH wARNIWG LI�gEL. ALK IIJTAKE T M& _ b H►rx . I y'�IfJS�t*d7otJ PIPt , PROVIDE I - -- -- IKILE T AIRTIGHT SEAL 3RF>r��S A I III APPROVED JOIIJT: APPROVED JOIWr I I W /C.I. PIPE�p' w /C.I. PIPEOR Tank construction I I II 1 with ALARM shall comply Y I 11 ILH1Z (83.15 and 33.20 a ow C I 1 8o ZS I ELC — FT. PUMP - -� OFF D COUCKETE tfL,e j 1E 13 BLOCK 3" APPR�: RISER EXIT PI_RPSITrED OIJLy IF TAIJK MAIJUFACTUREK HAS SUCH APPROVAL BFOOING SPECIFICATIOtJS SEPTIC f L� DOSIEK MAQUFACTURCR: �` 1JUMBER OF DOSES: 3 6 T PF_K D" TAA1K ,IZC: \wws 16sy CALLOUS DOSE VOLUME r ALARM /KAUUFACTURC.R: S � D S`iSTL�I IMCLUDIW6 6ACKFLOW: 1 GALLONS MODEL ►DUMBER: Hw CAPACITIES: A= l b INCHES OK 30(2 C U ALLOS SWITCH TYPE' M�RcVR�Y B= - 0� IIJ CHES`OK =L- G( LLOLIS PUMP MAIJUFACTURER: 60V LDS C = 9 I N CHES OR \S 3 GALLOI15 3 MODEL UUMBF -M 'a 1 1=P05 D � � INCHES OR uq� GALLOIJS SWITCH TYPE: r"1kTiLC_uW IJOTE: PUMP A ALAR ARE TO bE Zg.08 INSTALLED OW 5EPARATE CIRCUITS MiIJiMUM DISCHARGE RATE GPM VERTICAL DIFFESLENCE DETWCCIJ PUMP OFF AUD. DISTRIBUTIOU PtPC.. Z0 FEET + MIFJIMum NETWORK SUPPLY PRESSURE . . . . . . . . . . . 2 -S o FLET `b0 FEET OF FORCE MAIM X \ 'b 1 F � FRICTIOI,1 FACTOR.. FEET + loo fr- . TOTAL Dy1JAMIG HEAD = ZS �S FEET Pump chamber DIAMETER _ 3$ `' IIJTERIIAL DIIKLWSIOMJ OF TAM K: LEAIGTH ;WIDTH ;LIQUID DEPTH BOTTOM AREA - 231= - GAL /INCH Goulds Submersible Effluent Pump 3871 EPO4 EP05 APPLICATIONS Fasteners: 300 series Fully submerged in high ■ Motor Housing: Cast iron Specifically designed for the stainless steel. grade turbine;oil for ' for efficient heat transfer, following uses: • Capable of running lubrication and efficient strength, and durability. • Effluent systems dry without damage to heat transfer. ■ Motor Cover: Thermoplas- • Homes components. tic cover with integral handle Available for automatic and • Farms Motor: and float switch attachment • Heavy sum • EPO4 Single phase: 0.4 HP, manual operation: Automatic points. vy �y P models include Mechanical • Water transfer 115 or 230 V, 60 Hz, 1550 Float Switch assembled and ■ Power Cable: Severe duty • Dewatering RPM, built in overload with preset at the factory. rated oil and water resistant. automatic reset. ■ Bearings: Upper and lower SPECIFICATIONS • EP05 Single phase: 0.5 HP, heavy duty ball bearing FEATURES 115 V, 60 Hz, 1550 RPM, Pump: EPO4 built in overload with ■ EPO4 Impeller: Thermo- construction. • Solids handling capability: automatic reset. plastic Semi -open design 3 /; maximum. • Power cord: 10 foot with pump out vanes for AGENCY LISTING �- • Capacities: up to 55 GPM. standard. length, 16/3 SJTO mechanical seal protection. SP Canadian Standards Association • Total heads: up to 24 feet. with three prong grounding a EP05 Impeller: Thermo- • Discharge size: 1 NPT. plug. Optional 20 foot plastic enclosed design for (CSA listed model numbers • Mechanical seal: carbon- length, 16/3 SJTW with end in "F" or "AC ".) rotary/ceramic- stationary, three prong grounding plug improved performance. BUNA -N elastomers. (standard on EP05). ■ Casing and Base: Rugged • Temperature: thermoplastic design provides 104 °F (40 °C) continuous superior strength and 140 °F (60 °C) intermittent. corrosion resistance. • Fasteners: 300 series METERS FEET stainless steel. 10 j • Capable of running dry without damage to s 30 - G PM components. Pump: EP05 s • Solids handling capability: 0 25 zs.gS W maximum. a W. • Capacities: up to 60 GPM. s 20 • Total heads: up to 31 feet. • Discharge size: 1IN NPT. z 5 • Mechanical seal: carbon- 0 15 ' rotary/ceramic- stationary, _j 4 zts.e� BUNA -N elastomers. 9 —5- • Temperature: 3 10 I 104 °F (40 continuous j 140 °F (60 intermittent 2 — ; 5 1 0 0 I 0 10 20 30 40 50 GPM L L L 0 2 4 6 8 10 12 m CAPACITY ®1995 Goulds Pumps, Inc. Effective May, 1995 B3871 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM y- Safety and Buildings Division Count INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Sanitary Permit No.: cm �_ r a Personal information you provice may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. '1'10 CA Z Permit Holder's Name: El [I Village 1 ,[] Town of: State Plan ID No.: BRLTOf` r a�a ca :..csa nnBE.D .a va. asa -a+, aas " "" s & KATF ET�AT mvnv • , .� aeO s CST BM Elev.:- Insp. BM Elev.: BM Description: Parcel Tax No.: I r� 1 NW Levi evyV," - 1 ✓•an 0.40.- 118.6. -10. -0 TANK INFORMATION ELEVATION DATA A99001Q4 TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic �/jj;� �C looc� Benchmark 70 Joel. /07 Dosing TvvK1 i i � 6 r,.A, - 25 /off ; c� Aeration Bldg. Sewer ., a �c Holding St Inlet l /7- TANK SETBACK INFORMATION St/ It Outlet TANKTO P/L WELL BLDG. Ventto Air Intake ROAD Dt Inlet Septic (c� U'k NA Dt Bottom 6t1, 33 Dosing ` NA Header / Man. 35 • b°t lo� Aeration NA Dist. Pipe oV 33 3, Holding Bot. System 0e- 3 3. 85 / o O• �/� PUMP/ SIPHON INFORMATION �? , Final Grade Manufacturer Demand Model Number 22&(P-&(P TDH Lift /)(.Z Friction .), Syestem�S TDHZ).pgFt Forcemain Length /�V' I Dia. a Dist. To Well SOIL ABSORPTION SYSTEM ( BED , fTRENCH Width Length I ' / No. Of Trenches PIT No. Of Pits Inside Dia. Liquid Depth IMEN t N `/ 7 DIMENSION SETBACK SYSTEM TO P/ L BLDG WELL LAKE/STREAM LEACHING Manufacturer: INFORMATION Type Of r Sp CHAMBER Model Number: System: M �j u1 p• OR UNIT DISTRIBUTION SY STEM _T g4..� Header / M n , Distribution Pipe(s) � � z. x Hole Size x Hole Spacing Vent To Air Intake Length Dia- Length ZZ Dia. / "d Spacing SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only ? • 3A Depth Over Depth Over xx Depth Of xx Seeded/ Sodded xx Mulched Bed /Trench Center Bed /Trench Edges Topsoil El Yes El No E] Yes ❑ No COMMENTS: (Include code discrepancies, persons present, etc.) ' j�; ' y. s� LO TRAY W, 3��' f _T r4=�' ,.� 97 E- tdC►OI'P_T F. DRIVF, . K-4 w5•k� � �(i �� (� t�`' rn au �- Plan revision required? es [] No A � Use other side for addition Information. 1 Z� vt/ SBD -6710 (8.3/97) � Date ` Inspector Signature Cert �jy►^ I dvl>� ° r"d� Ofvuw.+�vt cl�i7vl. i Safety and Buildings Division SANITARY PERMIT APPLICATION 2 01 W. Washington Avenue 14 sconsin In accord with ILHR 83 t5, Wi s . A m. Cod o P 0 Box 7302 Department of Commerce Madison, WI 53707 -7302 • Attach complete plans (to the county copy only) for the system, on paper not less County un than 8 112 x 11 inches in size. .7 f C r0 t 4i See reverse side for instructions for completing this application Statesanitary Permit Number 33 Fry �. Personal information you provide may be used for secondary purposes ❑ Check if revision to previous application [Privacy Law, s. 15.04 (1) (m)]. State Plan ID Number I. APPLICATION INFORMATION -PLEASE PRINT ALL INFORMATION Al / Prop e y Owner Na }e Y Pro Lo c atio n S & T-9 , N, R f{erK� Propert Owner's mail Address Lot Number Block Number Q A C State Zi Code Phone Number Subdivi ion Name or CSM umber it Z il"er / is Pj_T D 7- (7/ 926 A, 5 ( k A cYes II. TYPE OF BUILDING: (check one) ❑ State Owned 3 Neatest Road Public 1 or 2 Family Dwelling - No. of bedrooms Town OF III. BUILDING USE (If building type is public, check all that apply) Parcel Tax Number(s) 24. 1 9 . q, 1 ❑ Apartment/ Condo (f0 a — /o 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 ❑ 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 ❑ Reconnection of 5 ❑ Repair of an System ________System _____________Tank Only______________ Existing System ________ Existing System B) ❑ A Sanitary Permit was previously issued. Permit Number Date Issued V. TYPE OF SYSTEM: (Check only one) Non - Pressurized Distribution Pressurized Distribution Experimental Other 11 ❑ Seepage Bed 21 A Mound 30 ❑ Specify Type 41 []Holding Tank 12 ❑ Seepage Trench 22 ❑ In- Ground Pressure 42 ❑ Pit Privy 13 ❑ Seepage Pit 43 ❑ Vault Privy 14 ❑ System -In -Fill VI. ABSORPTION SYSTEM INFORMATION: 1. Gallons Per Day 2. Absorp. Area 3. Absorp. Area 4. Loading Rate 5. Perc. Rate 6. System Elev. 7. Final Grade /_/5-0 Reguired (sq. ft.) Proposed (sq. ft.) (Gals/day /sq. ft.) (Min /inch) Elevation .� lr 3 160, .3 Feet /Ol , 8 Feet VII. TANK Capacity gallons Total # of Prefab. Site Fiber- Exper. INFORMATION New Existin Gallons Tanks Manufacturer s Name Concrete st noted Steel glass Plastic App Tanksl Tanks Septic Ta o TTtt' 60 WC ® El 1:1 El 1:1 1:1 Lift Pump Tank A *W,4"",4,er1 I I Z I ❑ 1 ❑ 1 ❑ 1 ❑ 1 ❑ III. RESMNSIBILITY STATEMENT 1, the undersigned, assume responsibility for installation of the onsite sewage system shown on the attached plans. PI mber's Name: (Print) PI s Si nature: ( o Stamps) M B usiness Phone Number: C � eInty C � ysl If 1 SSSy� PI u ber's Address (Street, City, State, Zip Code ,2 y5 5� v F l W I o? IX. COUNTY / DEPARTMENT USE ONLY ❑ Disapproved Sanitary Permit Fee (Includes Groundwater D ate Issued Issuin gent Signature (No Stamps) Approved ❑ Owner Given Initial ��V op/ rcharge Fee) Adverse Determination J X. CONDITIONS OF APPROVAL / REASONS FOR DISAPPROVA : SBA- 6398 (R.1 DISTRIBUTION: Original to County, One copy To: Safety & Buildings Division, Owner, Plumber Safety and Buildings t 1340 E GREEN BAY ST STE 300 SHAWANO WI 54166 isconsin Tommy G. Thompson, Governor Brenda J. Blanchard, Secretary Department of Commerce April 01, 1999 OUST ID No.267341 ATTN: POWTS INSPECTOR WEGERER SOIL TESTING & DESIGN ZONING OFFICE 421 N MAIN ST ST CROIX COUNTY SPIA PO BOX 74 1101 CARMICHAEL RD RIVER FALLS WI 54022 HUDSON WI 54016 RE: CONDITIONAL APPROVAL APPROVAL EXPIRES: 04/01/2001 Identification Numbers Transaction ID No. 217417 Site ID No. 168989 SITE• Please refer to both identification numbers, Site ID: 168989 above, in all correspondence with the agency. ST CROIX County, Town of TROY NEIA, NW1 /4, S36, T28N, R19W Lot: 21, Subdivision: OAK RIDGE ACRES ROBERT & KATHLEEN BRION FOR: Description: MOUND SYSTEM FOR ROBERT & KATHLEEN BRION Object Type: POWT System Regulated Object ID No.: 457755 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 prior to the issuance of the sanitary permit: • Page #6 shall be entitled "Pump Performance Curve." 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. Sincerely, DATE RECEIVED 03/24/1999 FEE REQUIRED $ 180.00 / f FEE RECEIVED $ 180.00 KE H A WILKINSON, POWTS PLAN REVI ?V`ER _ BALANCE DUE $ 0.00 Integrated Services (715) 524 -3630, FAX: (715) 524-3633, 4 F IAM - a KWILKINSON @COMMERCE.STATE.WI:LfS - WSMART code: 7633 1 j...W 5T I.RDX COJNTY ... 1NGOFFtGE �'j ° T i TL E S HE.L T Page of 6 y MOUND SYSTEM FOR A I BEDROOM RESIDENCE LOCATED IN THE K) 1/4 OF THE NK) 1/4 OF SECTION 36 ,T 2 - 8 N, R 19 W, TOWN OF T'R o� , ST• e-ROUC COUNTY, WISCONSIN. INDEX PAGE 1 'of 6 TITLE SHEET PAGE 2 of 6 PLOT PLAN PAGE 3 of 6 PLAN VIEW +CROSS SECTION o F Mow4b PAGE 4 of 6 DISTRIBUTION PIPE LAYOUT , PAGE 5 of 6 PUMPING CHAMBER CRoss SECTl&4 1 Sfccs. PA GE 6 of 6 PUMP PERFORMANCE CURVE 9 PREPARED FOR 9p �� G lZl U ls1Z 4 , W) S�IU L Z PREPARED BY WEGEE�E(� S I L TEST I PJ -3 .�'3 OQlSp "h o° Conditionally F. O. B01 74 421 N. KAIN ST. ` ARTHUR R RIVFR FALLS. MI 54022 '�" wsc��eq " i U- .-..•. c. P 71S — 01SJ � ELLSVYGRTM. 'APP " wis. DEPARTMENT Of COMMERCE DIIJISION OF SAFETY AND BUILDINGS la ti RESPOND E:E COR ENCE 17 q/7 JOB NO. PLOT PLAN Page Z o tn Scale 'a _ La VQ k O.0 ON kRa►.j 'oL -� k0C tv- EL. to y.. b' oti t" S, B. I �Rsu►J P t pfl B.2 zv�r 6 �' s ►�� q " , O.ohv'm v8L @L. 4 4 / ��`Rpr�► OF 8 qz> \a)L\ ST N 6 w X / S 6 C — is �F IJ i K) QM � vSE QF N U�t ' U �- - S o ` 1�1� h�l � ut✓M� fl Svc_ I - NOTES •l. Elevations shown are existing ground elevations unless otherwise noted. 2. Install permanent markers at end of each lateral. ( mi l required) 3. Install 4" observation pipes with approved caps. (_ Z required) 4. tank to be loou I6So gallon capacity manufactured by Vn \� pk j S`f of ZZ!:A 3 T, 1 Av C- - 5 . Bench Marks SF P° ac V E 6. Divert surface water around system to prevent.ponding at the uphill side. Page 3 Of b Approved Synthetic Covering �sT c 33 Distribution Pipe Medium Sand H _ G Topsoil - -- -_ —_ F Elev . X00.3 —�� E D 3 ` J.. b % Slope Bed Of 2 2 Force Main Plowed Aggregate From Pump Layer D VO Ft. Cross Section Of A Mound System Using E _ I Ft. A Bed For The Absorption Area F o• IS Ft. G �) Ft. A Ft. H S Ft. Linear Loading Rate = ° I - 6 GPD /LN FT B 47 Ft. Design Loading Rate= c ,. �.GPD /SQ FT j I Ft. `2) Ft. K Ft. Alternate °-4+n L �`� Ft. W 32- Ft. L d bservation Pipe A ---- - - - - -- •----- ----- - - - - -- ---- - - - - -- Force Main Distribution Bed Of 2 "— 2 2 Pipe Aggregate I Observation Pipe Permanent Markers (Anchor securely) Plan View Of Mound Using A Bed For The Absorption Area Page Of Perforated Pipe Detail 0 End View ) Perforated End Cap y° PVC Pipe Install permanent marker at end of each lateral Holes Located on Bottom, Are Equally Spaced Q S PVC Force Main P PVC Manifold Pipe Distri ution Pipe Last Hole Should Be I Next To End Cap End Cap P zZ Ft. Distribution Pipe Layout S Ft. X 1 4 Inches Y 4 e Inches Hole Diameter I ly Inch Lateral I Inch(es Manifold Z Inches Force Main Z Inches # of holes /pipe 6 Invert Elevation of Laterals Ft. Place lst hole �`� from center of manifold with succeeding holes at 1 4V intervals. Last hole to be next to the end cap. Combination Septic Tank and PL1-MP :CHAMBER CROSS SECTION AMD SPECIFICATIONS ' PAGE S OF �o VE1JT GAP WEATHER PROOF JUMCTION 80X 4'C.I. VEWT PIPC APPROVED LOCKING 10' FROM DOOR. MAWIME COVER rvi"M - dIWDOW OR FRESH u 1.P6�L A�—RIIJTAKE Cor ,pUI n I L'L c�Z S � iG ° CaRA I !AIIJ• t,f/ y�lus�c*�tlwaa PIPC PROVIDE i — '--- IA1LE T AIRTIGHT SEAL I I I I I 8 RFF� - �S I APPROVED JOIM - A III APPROVED JOIUTS I I ( W /C.I. PIPE tAR)c W /C.I. PIPEoR Tank construction I III ALARM shall comply with - I ILH� ('',3.15 and 83.20 b ( I I ow C I i 8o ZS LLEK FT PUMP —�, - -� OFF D CouCRETE t ad .00f BLOCK 3" APPRO" K15FK EXIT PERMITTED OJLJ IF TAW MANUFACTURER HAS SUCH APPROVAL BEODIN4 SEPTIC f SPECIFICATIOUS L1 DOSE �� T WUMbFR OF DOSES: 3 ' 6 J PER DAB TAW Wj MANUFACTURER: TAWK 51ZE : 10q% 1 6 S O GALLOIJS DOSE VOLUME I ALARM MANUFACTURER: S•S. �� D S11STEm IWCI- UDIMC, 5ACKF 15 � GALLONS MODEL WUMBER: IOL HW CAPACITIES: A= I OR 30 (O CALLO SWITCH TyPC: M �cy1zY B= WCHECOR G(LLOAIS HUMP MANUFACTURER: 60ULpS C= q 9 WIHES yS3 GA MODEL WUMBER: 38-1 MPOS D = —L_ ImcliES OR L S 3 GALLOWS y" 1C� Z IJOTE: PUMP AMD ALARM RE TO 15E�� SWITCH TYPE: C!U 1 tAIWIMUM DISCHARGE RATE yt- -O$ GPM IN5TALLED ON SEPARATE CIRCUITS vERTICAL DIFFEREML DETWEEW PUMP OFF AND.DI5TRIBUTIOW PIPE.. zo - "S FEET f MI►JIMUM WITWORK SUPPLY PRESSURE , , , , . .. . . . 2.50 FEET + `60 F E E E MA T OF FORCIM X •bI F j Z.9D too U Fr FACTOR.. FEET TOTAL OtWAMIC- HEAD = ZS' LI S FEET Pump chamber DIAMETER IWTERLIAL DIMLW51OWti OF TAUK: LEW&TH ;WIDTH iLIQUID DEPTH I� BOTTOM AREA 231 GAL /INCH AS PER MANUFACTURER -- " GAL /INCH < Goulds Submersible CORRECTION NEEDED Effluent Pump SEE CORRESPONDENCE 3871 EPO4 EP05 APPLICATIONS • Fasteners: 300 series • Fully submerged in high ■ Motor Housing: Cast iron Specifically designed for the stainless steel. grade turbine oil for for efficient heat transfer, following uses: • Capable of running lubrication and efficient strength, and durability. • without damage to heat transfer. Effluent stems dry 9 ■Motor Cover: Thermoplas • sy components . dle tic cover with inte ral han Homes Available for automatic and g • farms Motor: and float switch attachment manual operation. Automatic • Heavy duty sump e EPO4 Single phase: 0.4 HP, 1550 models include Mechanical points. 115 or 230 V, 60 Hz, Float Switch assembled and � • Water transfer ■Power Cable: Severe d • Dewatering - RPM, built in overload with rated oil and water resistant automatic reset. preset at the factory. SPECIFICATIONS • EP05 Single phase: 0.5 HP, m Bearings: Upper and lower 115 V, 60 Hz, 1550 RPM, FEATURES heavy duty ball bearing Pump: EPO4 built in overload with ■ EPO4 Impeller: Thermo- construction. • Solids handling capability: automatic reset. plastic Semi -open design 3 /a' maximum. • Power cord: 10 foot with pump out vanes for AGENCY LISTING • Capacities: up to 55 GPM., standard length, 16/3 SJTO mechanical seal rotection. • Total heads: up to 24 feet. with three prong grounding p SP Canadian Standards Associati ■ EP05 Impeller. Thermo- • Discharge size: 1 1 /2" NPT. plug. Optional 20 foot design enclosed design for (CSA listed model numbers • Mechanical seal: carbon- length, 16/3 SJTW with improved performance. end in " F" or "AC ".) rotary/ceramic- stationary, three prong grounding plug BUNA -N elastomers. (standard on EP05). ■ Casing and Base: Rugged • Temperature: thermoplastic design provides 104 °F (40 °C) continuous superior strength and 140 °F (60 °C) intermittent. corrosion resistance. • Fasteners: 300 series METERS FEET stainless steel. 10 • Capable of running dry without damage to s 30 t. components. Pump: EP05 s z s.y g — i M r f— • Solids handling capability: 0 25 7 W maximum.. a i • Capacities: up to 60 GPM. _ • Total heads: up to 31 feet. 6 20 • Discharge size: 1 IN NPT. Z 5 ; • Mechanical seal: carbon- 0 15 rotary/ceramic - stationary, 4 28.6 BUNA -N elastomers. o Temperature: 3 10 104 °F (40°C) continuous 140 °F (60°C) intermittent. 2 5 1 0- 00 10 20 30 40 50 GPM L _L L L 0 2 4 6 8 10 12 ms/h CAPACITY ®1995 Goulds Pumps, Inc. Effective May, 1995 83871 i� Wisconsin Department of Industry, SOIL AND SITE EVALUATION REPORT Page I of lbr and Human Relations Divaion of Safety & Builirgs in accord with ILHR 83.05, Wis. Adm. Code COUNTY Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must include, but not limited to vertical and horizontal reference�poifO[w�; iiredion and % of slope, scale or PARCEL I.D. # dimensioned, north arrow, and location aryd'c hgs a to nearest road. O O - ► 6 -! APPLICANT INFO RMATION - PLE SEf�RINT,I1.L NFOR.MATION I BY DATE PROPERTY OWNER: E ` PROPERTY LOCATION 84}3 B�Z.I, ON r . _ ; - sevi-teT N IV 1/4 taw t/a,S - 56 T ZS ,N,R l a 1(or PROPERTY OWNER':S MAILING ADDR SS LOT # I BLOCK # SUBD. NAME OR CSM # Z1 -- aNk 'A -.RF-S CITY, STATE ZfP,C©DE PH []CITY []VILLAGE DOWN NEAREST ROAD Lum F*tLs WI [�Q New Construction Use pQ Residen #al l' �"S [ j Addition to existing building [ j Replacement Public or commercial describe Code derived daily flow `1 SO gpd Recommended design loading rate _ bed, gpd/ft - trench, gpd/ft Absorption area required 3 bed, ft 3_l 5 trench, ft Maximum design loading rate • 5 bed, gpd/ft • trench, gpolft Recommended infiltration surface elevation(s) ` \ O y • 3 It (as referred to site plan benchmark) Additional design / site considerations I Atzk\j w / S `X LAD B(�b . *1 1N, \' 01= SP4n 'Ft\L... Parent material S T-r ST� \M 1 0"'r Flood plain elevation, if applicable N . A - it S = Suitable for system CONVENTIONAL MOUND W- GROUND PRESSURE AT -GRADE SYSTEM IN FILL HOLDING TANK U = Unsuitable fors stem ❑ S ERR ®S ❑ U [IS o U 0 S ou [IS IOU ❑ S 11aU SOIL DESCRIPTION REPORT Depth Dominant Color Mottles Structure GPD /ft Boring # Horizon Texture Consistence Boundary Roots �;:., nq in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. B � mach �;;�::: Z `� -� s �o `�,cL 313 - s � 1 Ztn► � bk vn �, ate, - . 5 .1� Ground 3 _3S_ S% `2 2 31(, 1 S `t R S 11 6 S N' t\ elev. \ r�z .S Depth to - limiting f3 Remarks: Boring# LZ Sl, Z`� wt'� G.v �'�` • •6 Z Z 1 - 33 ����Z X - s i 1 Z`�bh Y�'I TL. c►tii - • S � � 3 33.S 1 10`1, R y L3 c am- S `t'iZ S f t3 - Ground 0 18S ft 3 G h� U� S Tv CbU - iv S Depth to limiting 33 Remarks: CS T Name. Print Arthur L. We erer Phone: 715 - 425 - 0165 egerer Soil Testing & Design Service -P.O. Box 74 River Fa11s,WI 54022 Si naUue: Date: CST Numbe: °I$ -tap /J -�_ M00576 PROPERTY OWNER SOIL DESCRIPTION REPORT Page of 3 PARCEL I.D.p Boring # Horizon Depth Dominant Color Mottles Structure Texture Consistence Boundary Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr, Sz. Sh. Bed Trench st z b1� m�Fr cam, 1 -s 6 -3z . IQ`1.y�- 313 s �, ( 3 � soh M CkJ • g ; >b Ground 3 3 Z-f b 1QM Q 3 L 6 �' S k S lI; S) o yh fit- elev. C?f3.0 ft. Depth to limiting factor 3ZM i _ Remarks: Boring # 131 Ground E elev. i ft. Depth to limiting factor Remarks: Boring # , i i i �.. I , Ground ' elev. 4 ft. i , Depth to ` limiting factor = , Remarks: Boring # , I Ground elev. ' ft. Depth to limiting factor Remarks: SBD- e330(R.05/92) PLOT Page of SCALE 1 "= LtO' �O8 8260t�1 C�1D Dq0- 116 -10 #1 - LSZ..�pp.p' ary � wt�Z � �. 1.O�1 -b' o►� \ ►' \�`' k R o0 P IPE ML wo s A5--- �R.+a►J P 1 PQ 5 B- I y �o 6 9i � N i EX-L, too.3' LAX\ SZ'11v G W��° �/ Do ►v OT Cp►vlwAe.1' 01Z. �11S1V�p N r N i i 1vSE Izl PAC LI;'hb'1" 1AJ 13AT qS -13b (715 ) 4 25 -ni 14 00576 CST Signature Date Signed Telephone No. CST # W onsinDepailmentoflndustry, SOIL AND SITE EVALUATION REPORT Page Xof�_ Labor and Human Relations Division of Safety & Boildngs in accord with ILHR 83.05, Wis. Adm. Code CO UNTY Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must include, but ST' not limited to vertical and horizontal reference point (BM), direction and % of slope, scale or PARCEL LD• # dimensioned, north arrow, and location and distance to nearest road. 0140— APPLICANT INFORMATION- PLEASE PRINT ALL INFORMATION I D Y D TE PROPERTY OWNER: PROPERTY LOCATION ' $Ols B�Z.L ON )J lr 1/4 "W 1/4,S 1 5 4 . T ZS ,N,R la E (or) W© PROPERTY OWNERS MAILING ADDRESS LOT # BLOCK # SUBD. NAME OR CSM # 9 n \Aw'j - RA ST• z1 -- oak Av_VE�s CITY, STATE ZIP CODE PHONE NUMBER []CITY []VILLAGE WTOWN NEAREST ROAD `2.•WM F't.ls, WI S Voz:Z (_X5) t4ZS- %S 1 - �•WOu�R1 D6� 02.. D4 New Construction Use K Residential / Number of bedrooms (] Addition to existing building [ ] Replacement [ ] Public or commercial describe Code derived daily flow O gpd Recommended design baling rate `y bed, 9pdfit? - trench, gWt? Absorption area required 3 bed, ft S trench, ft Ma)6mum design loading rate ' S bed, gpcW trench, gpd19 Recommended infiltration surface elevation(s) r) t3 . 3 ft (as referred to site plan benchmark) Additional design / site considerations VA%\j w / 8'X.l(7' aQb • Y-1 U.3 - \ ' o f S>� V Parent material ' s 1 k � - S' 1r1 Ev T . Rood plain elevation, 9 applicable N . A - ft S = Suitable for system CONVWn0NAL MOUND IN-MUND PRESSURE I AT -GRADE SYSTEM IN FILL HOLDING TANK U= Unsuitable for s stem O S IRU IN S O U 1 ❑ S 13 U O S OU IDS IOU ❑ S Jai SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Texture Structure Roots GPD /ft in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. Bed rerrh `A -.. . },•i}\ �� ti:�: ) ° - \� �o� � z ! z � s i 1 Z � b w► fit cr,�, \ � • s • � Z \� -3 s Lo �,c:_. 1 - s � 1 Ztry► sb v►1�- �� . S . �° Ground 3 3S - 1�1 `t tZ 31 S R S L?, S elev. \ tL3 •S Depth to limiting factor 3S" Remarks: Boring # • S €� 6 0 0 - 1 t Z �1 33 iJ�I �Z X16 — s i� Z`Fsbk ml's cw 3 al—S) 1�`1 fZ y j3 C -` i- S `t V S Ig Z. Ground elev. 3 G hit U S lv - �tv — tv Ll S ° t8 s n Depth to limiting factor Remarks: CST Narne- 44easePiint Arthur L. We erer Pte. 715- 425 -0165 eg rer Soil Testing & Design Service —P.O. Box 74 River Fa11s,WI 54022 Sombre: __ -- __ , °1$ — (3 D Date. 6 — CST Number: 0576 C'G �0�`7�- PROPERTY OWNER BRWON SOIL DESCRIPTION REPORT Page 2- of .3 PARCEL I.D. # Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Bcuxcbiy Roots GPD /ft In. Munsell ' Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trends 3 0 - �1 tort � zl a � z s b w, fit^ c,r.�, 1� - s • 6 Ground 3 3z. 6b lOkt 3L6 e ' -L i•s Lfrz S IP , Si oM 1M elev. 98.0 ft. D � epth to � limiting factor l Remarks: Boring # 13 Ground j elev. ft. Depth to limiting factor Remarks: Boring # E3 i Ground elev. ft. i Depth to limiting factor • t Remarks: Boring # [3 Ground elev. ft. Depth to limiting factor Remarks: SBD- 8330(R.05/92) l PLO PLAN -Page 3 of .. 3 SCALE 1"= 140 ` X08 �C�OT.J �1D oqo- p � 1 86 - IOSb' bo s Vim" P l PQ 6 9/ i N r r � / r L \STry G k / DO rNOT CUw1PReT' �� s o r � w►vu,v�,> � n�k s f N r� N i i - 1N k--L ZD E3E l '(1ST -- Sv 1��M mo14.), - -- �� /J x �� L �Z -Z4:r E� -`� `: ( 715 ) 475 —nl fs 14 00576 CST Signature Date Signed Telephone No. CST ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer d h e r f 7. I3 r Mailing Address Z Sf . n I WI: O 2 Z �• W 5Q Property Address L o� 2- a f� ; d e� Gr w y T6 (Verification required from Planning l5epartment for new construction) City/State ye,r �: o,.1 s, WT Parcel Identification Number 0'4 LEGAL DESCRIPTION Property Location Lf '/4, 1 1k1 ' /<, Sec. 3 6 , T ;' N - R Town of Subdivision Oak R i a r e> A Cr e 5 , Lot # I Certified Survey Map # , Volume , Page # Warranty Deed # 5 (o - 1 3 35 , Volume / Z 7 Page # / a 2- Spec house ❑ yes `A no Lot lines identifiable tI yes ❑ no SYSTEM MAINTENANCE Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on -site wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. I/we, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30 days of the three year expyation date. r7 91 GNATURE APPLICANT DATE OWNER CERTIFICATION I (we) certify that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the owner(s) of the property described above, by virtue of a warranty deed recorded in Register of Deeds Office. L� SIGNATURE PLICANT DATE * * * * ** Any information that is mis- represented may result in the sanitary permit being revoked by the Zoning Department. * * * * ** ** Include with this application: a stamped warranty deed from the Register of Deeds office a copy of the certified survey map if reference is made in the warranty deed VOL 127,_ PACE 1 22 STATE BAR OF WISCONSIN FORM 1982 56'7335 WARRANTY D� DOCUMENT NO. This Deed made between Rolling_ Hills Development REGISTER'S OFFICE ST. CROIX CO., WI Tnc . a - Wi scQn ^ i n corporation Rac'd for Rocard - Grantor, OCT 2 3 199 and _ Rc)hprt T Brion and Kathlepn n_ Brion, 1:00 hu sband and wife _ _ shin marital P _nronprty Re later of Daada Grantee, Witnesseth That the said Grantor, for a valuable consideratio S t O T X THIS SPACE RESERVED FOR RECORDING DATA _ conveys to Grantee the following described real estate in — _— ._ - -__ -- County, Stale of Wisconsin: NAME AND RETURN ADDRESS Lot 21, Oak Ridge Acres, Town of Troy. q Z 3 Howc rc� �{ -2 - 2- 040-1 86-10 `.. t—� PARCEL IDECATION NUMBER c Grantees are aware of a possible boundary encroachment and they are accepting the property "as is ". This is not homestead property. (is) (is not) Together with all and singular the hereditaments and appurtenances thereunto belonging; And Rolling Hills Development Inc. warrants that the title is good, indefeasible in fee simple and free and clear of encumbrances except easements, restrictions, and rights -of -way of record, if any, and will warrant and defend the same. Dated this a day of October l9 97 RO HIL DEVEL PME T (SEAL) (SEAL) • Ric rd N. Fo Presid t (SEAL) _ (SEAL) Frances J. Fox, Secretary AUTHENTICATION ACKNOWLEDGMENT Signature(s) Richard N. Fox and State of Wisconsin, ss. Frances J. Fox County aulhe d ih da of October 1997 Personally came before me this day of — — 19_, the above named ' )0.00" 20 X 0 F0 E - "o fD w 3 \ m ?n 0 (pa 0 -• `� , o < 0 0 4p 1 F a� �a _ O O (C c7 1 ! (� o z Is a m \/ o n � 0 � I� � o \ 3 0 n 0 0 p ? � I— ? cl 00 ' W z n CD CD 0 CL CL K w i < 0 m o 0 s CO =r \ N 0 9) CD Cl) c c \ o n CO o a o C- 3 �D �% tr m CD rn a m O 0 0 o n �a OD -a o N o 4 0 r ,0 °- -w O c) '07'x. 200.00' ° s00° 'W 286.00 , f m O O 186.00 % 1 100.00 100.00 m (D 0° o 12 0 N o° No a N 0 00 O O 5 ---h N C 0 Cr N W 0 000 mN 0 0 0 0 O lo Z �. N O o w 0 o e W 00 ° , , o rn 1 n [D 6,. 00 ° 100"00 100.00 100.00' ° o (n N00 °07' 486.00 °e - u, (D ever Driv en w c�, n x S00 07'W 486.00' w C 8 s 000 07'W ,, ° 121.00 1 21.00 12 1. 00 o t ' 175-00' ° -b --� 0 go a Z N 0 0 -� ^ N 0 o cm I � . O N W ( o_ I P) - 0 �� i, 12-1.00 121.00' 121.00 ° 0 - Ia o w -- N 0-0 ° °_ Driv °i o — 0 0 b °o c 175-00' o° o 0.0 100.00 100.00 100.00 °� c N 00 o ° N z O O _ N 0 0 CO O o � O w g ' 0 100.00' 100.00' 100.00' 100.00' C- -� A g ` CC) co 3 C7 °, o o cncn n o 9 �� o 0)30 m �x� �'Do 0 �`� to A <n 0 �'� oo� =0o< TM C -�► �� m o Z z A — so U) �—i O A A C O , M r. S j C7* ..� J 7 � '� O O n � �-� 0 X C.-lo 1 - w Q 1 0 ~ T n I (D 0 0 m ( -<z APR -09 -1999 FRI 15:02 ID:STEINER PLUMB & ELEC TEL:715 425 8818 P:01 STEINEIt PLUMBING i ELEC'T'RIC, INC. N82�0 945Ch StreeC River Falls, NI 54022 (715) 425_5544 (715) 425 -8910 FAX FACS1141LE COVER SHEET ' Nwvber of Pages (excluding the cover sheet) L7 • if pages are not readable or pot receive, please call (715) 425 - 5544 and ask for: ' Nwuo please 'deliver to; - g non: .•Te ;000plar: (715) 425 -8018 other Infoi n nation: 'oe co J { ebrrk Y rou!h ©* 2,g N 9 ° 4 s ._ _- 1 w 1 ; 1 1 yr N 1 V a a a : T1 1,11 1 V 170 d 8288 S917 ST/-:131 3313 '8 ewnid a3NI31S :QI E0 :ST I2AA SSGT- E0 -Nd" APR -09 -1998 FRI 1S:09 ID:STEINER PLUMB & ELEC TEL:715 42S 8818 P:OS r / v o " 9 < 4 } M 4 oi X%l 1 b b 3 � b 8 ` Y 'i w e a o. o C r APR -09 -1999 FRI 15:02 ID:STEINER PLUMB $ ELEC TEL:715 42S 8818 P:02 A j 7 z N T � � ♦111 s m , 1 1 c; p a o � s • • Y q Y N Y Y V .1 _f APR -09 -1999 FRI 15:02 ID:STEINER PLUMB $ ELEC TEL:715 42S 6916 P:03 S y g IM S * R ...................... _ � � •a rr�rrvra•a•ra- ..a•a•wa•� � 1 1 n k h v j 9 y O Q a= �g s �