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018-1003-60-100
o No 3d o d 'D d V1 ID m ( j C Dj O N & j q O O O N N `C • - !D L N O W d , Cl) 7 N N a O A N N C j = O v 0 O O J N a' CD Q N M a N W 'S co CD A 3 (a O cu o �,� •� m N C. '. N 3 cl O N a CD CJt C N 0 c. O CD O O N! y 0 C N N T M V W', h • 0 00 m CL a 3 y N y g D R c T A 0 C M o CD 3 .. to .-. O A p 4 z co 0 o D o S 0 > @ N N �• O O N CD C CD _ C a CD (D c -+ n A C W (D < CL z 0 3 a A 3 - z N Z N A I I N N Az x rn m T x c 0 0 a a D, a N a 0 CL CD 0 0 y c y CD =o 0 m N N a � I � o 3 s > CL m C p � O N y , _a a N y O CD p j OD A tD ti O N b I O trG b o■ o\ K Z o = � « � ki ® f ±± F z 2#\ 3 8 2 Q �_. .. / \ } k k \ M S : 2 \_ \ g[ CO m/ k S 7 a a q %° -\ a® w 2 S E_ 2 G M(! (\ 0 e O s j! o . £ 2 g ¥ y / \ E s $ 2 < ° 2 \ o o } \ / ® o » @ 00 j \ � ® $ ) » § / k k / \ 2 Q cn ° ° �� d 0 0 0 \ �- k C § \ T o v \ \ a , � / C) N)\ � \ : I \ [ \ 2 / 2 ƒ \ . CD, \ Z 11 ( ` k a ' � ` � k \ \ . ! @ \ /) E§ \/z § F I Cl) ) _ » D \� ° \ /f} \ 2 > $ I a § a \ H -00 \ � 7 \\ƒ % \ & 51 \ 2 �)k \ ■ CD k ƒ E] $ 0 CD / \\ § k � $ }§ � ; C \ 2 ° ) 2 ; 0 \ ■ f � \ $ e 0 ® % § i \ 7 Parcel #: 018 - 1003 -60 -100 11/05/2008 01:00 PM PAGE 1 O F 1 Alt. Parcel #: 02.29.17.22A -10 018 - TOWN OF HAMMOND Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co -Owner O - GOODING, ERROL F & HILDA IRENE ERROL F & HILDA IRENE GOODING 1188 192ND ST BALDWIN WI 54002 Districts: SC = School SP = Special Property Address(es): * = Primary Type Dist # Description 1186 192ND AVE SC 0231 BALDWIN - WOODVILLE AREA SP 1700 WITC — Legal Description: Acres: 41.406 Plat: 3993 -CSM 14 -3993 SEC 02 T29N R17W PT NW NW & SW NW BEING Block/Condo Bldg: LOT 1 CSM 14/3993 LOT 1 41. 06AC Tract(s): (Sec- Twn -Rng 401/4 1601/4) 02- 29N -17W NW Notes: Parcel History: Date Doc # Vol /Page Type 11/1412000 633623 14/3993 CSM 06/20/1986 413552 744/210 WD 2008 SUMMARY Bill #: Fair Market Value: Assessed with: Use Value Assessment Valuations: Last Changed: 11/04/2008 Description Class Acres Land r ' Improve Total State Reason COMMERCIAL G2 2.000 19,100, r 316,700 335,800 NO 05 G4 36.406 4,500 0 4,500 NO 05 UNDEVELOPED G5 3.000 5,100 5,100 NO 05 Totals for 2008: General Property 41.406 28,700 316,700 345,400 Woodland 0.000 0 0 Totals for 2007: General Property 41.406 16,100 199,100 215,200 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch #: Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 Parcel #: 018 - 1004 -70 -000 11/05/2008 01:02 PM PAGE 1 OF 1 Alt. Parcel #: 02.29.17.28 018 - TOWN OF HAMMOND Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 A s caner O = Current Owner Tax ddre s O () , C = Current Co -Owner O - GOODING, ERROL F & HILDA IRENE ERROL F & HILDA IRENE GOODING 1188 192ND ST BALDWIN WI 54002 Districts: SC = School SP = Special Property Address( ): " = Primar� Type Dist # Description ' 1188 192ND SC 0231 BALDWIN- WOODVILLE AREA SP 1700 WITC Legal Description: Acres: 40.000 Plat: N/A -NOT AVA LABLE SEC 02 T29N R1 7W 40A SE SW Block/Condo Bldg: Tract(s): (Sec- Twn -Rng 401/4 1601/4) 02- 29N -17W Notes: Parcel History: Date Doc # Vol /Page Type 06/15/2001 648339 1660/289 WD 07/23/1997 1216/470 LC 07/23/1997 1216/458 WD 07/23/1997 610/387 LC 2008 SUMMARY Bill #: Fair Market Value: Assessed with: Use Value Assessment Valuations Last Changed: 11/04/2008 Description Class Acres Land I prove Total State Reason AGRICULTURAL G4 37.000 6,200 0 6,200 NO 05 UNDEVELOPED G5 1.000 50 0 50 NO 05 OTHER G7 2.000 14,000 117,700 131,700 NO 05 Totals for 2008: General Property 40.000 20,250 117,700 137,950 Woodland 0.000 0 0 Totals for 2007: General Property 40.000 17,300 108,600 125,900 Woodland 0.000 0 0 Lottery Credit Claim Count: 0 Certification Date: Batch #: Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 Parcel #: 018 - 1003 -80 -050 11/05/2008 01:00 PM PAGE 1 OF 1 Alt. Parcel #: 02.29.17.22C -10 018 - TOWN OF HAMMOND Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co -Owner O - GOODING, ERROL F & HILDA IRENE ERROL F & HILDA IRENE GOODING 1188 192ND ST BALDWIN WI 54002 Districts: SC = School SP = Special Property Address(es): ' = Primary Type Dist # Description * 1188 192ND ST SC 0231 BALDWIN- WOODVILLE AREA SP 1700 WITC Legal Description: Acres: 16.685 Plat: N/A -NOT AVAILABLE SEC 02 T29N R17W N 1/2 OF NW NW EXC NSP Block/Condo Bldg: R/W FKA 018 - 1003 -80 (22C) EXC PT TO CSM 14/3993 Tract(s): (Sec- Twn -Rng 401/4 1601/4) 02- 29N -17W NW NW Notes: Parcel History: Date Doc # Vol /Page Type 127933 1491441 WD 2008 SUMMARY Bill #: Fair Market Value: Assessed with: Use Value Assessment Valuations: Last Changed: 11/04/2008 Description Class Acres Land n O Total State Reason RESIDENTIAL G1 1.500 27,000 176,200 NO 05 AGRICULTURAL G4 7.685 1,400 1,400 NO 05 UNDEVELOPED G5 3.500 7,800 7,800 NO 05 AGRICULTURAL FOREST G5M 4.000 11,200 11,200 NO 05 Totals for 2008: General Property 16.685 47,400 149,200 196,600 Woodland 0.000 0 0 Totals for 2007: General Property 16.685 31,500 135,400 166,900 Woodland 0.000 0 0 Lottery Credit: Claim Count: 1 Certification Date: 10/27/2005 Batch #: 05-44 Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 oepartrnent of ca,rr,erce 8afNyagsDivision PRIVATE SEWAGE SYSTEM county: Croix C INSPECTION REPORT St. GENERAL INFORMATION (ATTACH TO PERMIT) Sanitary Permit No.: Personal information you provice may be used for secondary purposes (Privacy Law, s.15.04 (i)(m)). 384115 Permit Holder's Name: 0 City Village own of: State Plan ID No.: ooding, Errol Hammond Township CST B 7 I E v.: Insp. BM Elev.: BM scription: Parcel Tax No.: 10c) 018 - 1003 -80 -000 00 , TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic i PA Ij t < Benchmark I Dosing Alt. BM ff Z 7 f S Bldg. Sewer �3 Z Holding St Ht Inlet /S O 7T S TANK SETBACK INFORMATION TANK TO P / L WELL BLDG. Air I ntake ROAD Air Septic >6 > 7S' / NA Dt Bottom 8.1 zr 60. �r L � Dosing Z y ' t NA Header/ Man. � 2 Aera ' _ A Dist. Pipe , Holdin Bot. System [ d r /Z PUMP /SIPHON INFORMATION _ Final Grade y _SZ Manufacturer I 04&2get Demand St cover Model Number 2 2 L ���0 Zp GPM Y es of o TDH I Lift 2,SO Frictio ,� System TDH2q,�Ft /, 13, /, �Q.3b ti Forcemain Length 3 ' Dia. Z 0 Dist. To Well SOIL ABSORPTION SYSTEM S' cQ BED/ ENC Width Le " h No. Of Trenches PIT No. Of Pits Inside Dia. Liquid Depth '. Z DIMENSION SETBACK SYSTEM TO P / L BLDG WELL LAKE / STREAM LEACHING Manufactu INFORMATION S ype m > / m ad r 7 3oO > r OR UNIT Model Num System: DISTRIBUTION SYSTEM Header/Manifold / Distribution Pipe(s) / x Hole Size x Hole Spacing Vent To Air Intake Length �� Dia. �_ Length 1��1 Spacing SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only Depth Over Depth Over xx Depth Of xx Seeded / Sodded xx Mulched Bed /Trench Center Bed /Trench Edges Topsoil ❑ Yes ❑ No ❑ Yes ❑ No COMMENTS: (Include code discrepancies, persons present, etc.) qS Inspection #1 : (/ / /O/ Inspection #2: Location: 1186 192nd Street, Bald w }�}, WI 54002 (SW 1/ NW 1/4 2 T29N R17W) - 02291722C -Lot 1 1.) Alt BM Description = C4gs �; e C bol 'a" o� Sil��a9� y �►-� Gc)0 rJ �' � Ckrve 2.) Bldg sewer length - -t/L are ie1 �+�[ edr-ree soy � A v / - amount of cover= V 34 )o�SC ✓ddgiw- riPp< 4-441/'d dl'YaL / Ytl�� Ii��W OrG' 4r,.. try. I,j d b4 e 4 vW� Plan revision required? [:)Yes (a No Use other side for additional information_ SBD -6710 (R.3197) Date Inspector's s ure Cert. No. L STC - 104 AS BUILT SANITARY SYSTEM REPORT OWNER 1� ? j — ' 07 ?6'Z ADDRESS 118& 1 SSA'. Syo 0 2_ SUBDIVISION / CSM # LOT # SECTION Z T )- q N -R '7 W, Town of ST. CROIX COUNTY, WISCONSIN PLAN VIEW SHOW EVERYTHING WITHIN 100 FEET OF SYSTEM . . �. ' � GIN QR INDICATE NORTH ARROW Provide setback and elevation information on reverse of this form. Provide 2 dimensions to center of septic tank manhole cover. /r f BENCHMARK: ALTERNATE BM: , 8 0 ;7-OM �Ljh E DVt 6- - - 7 SEPTIC TANK / PUMP CHAMBER / HOLDING.TANR INFORMATION L 7� lean W77r Manufacturer: � / .�.�E/� Liquid Capacity: CoSO pViy p C , r , Setback from: Well }/� House / Z Other e--- Pump: Manufacturer. 2o�61E� Modes. � 2 7 � Size UDIf Float seperation • ` Gallons /cycle: /65 `:. Alarm Location r - :SOIL ABSORPTION SYSTEM Width • - L ength 93 2- g Number of trenches Distance & Direction to nearest ro line: �S r P. P• Setback from: well: Nso O � - ther �3 ELEVATIONS 7� • Building Sewer ST Inlet; _ -7 7 5 ST outlet fit• PC i nlet N` � PC bottom 7 { • O Pump Off S r 6 x - --�. 97 0/ �NL.eJ Header /Manifold Bottom of system See / ' ' ' r 6O ')Sxi�tiBc G. Final grade 1 p .. .� l J DATE OF INSTALLATION: � �'� — •2�a PLUMBER ON JOB: kb &t-.� 7 �!D /C / • � LICENSE NUMBER: Z2({ s INSPECTOR: V a N S 0 ,f I PZ07 X/f A..) Ulbrlcnt & ASSO0 lates /`) Private 3�wago Consultants 3 v Hud Hudson, it sa 54016 ellA Cis fb T , • N . � , s ysr� b 0I S�� ' r i o T --- C Y� N � • . ,� TAP �� � y�� �3io � ���r=� o Tb 5010 P q (p' I N o0 .0 h L °r C� 33 T0 Pvc �O� IX 71 A T A T � °r G/p °� p 51 "01'tie, -- e5 ef" 1S 1014 DYNAMIC HEAD /CAPACITY HEAD CAPACITY CURVE PER MINUTE Y SEWAGE AND DE4vATERING 27014270 MODELS ---------- - - - - -- - - -- --- - - -. -- -- 35 MODELS 270/4270 to 3p Feel Meters Co!. Liters e 5 1.5 _'2 500 10 3.1 . 382 = 20 15 L6 - 291 U 6 Z 20 6.1 6 212 15 a 25 7 .6 :? 0 4 �.. --- - '- ----- -- 10 lock Va've: rl- (8,8—) 2 4 r 4 3/4 8 5/16 5 6 13/32 0 u 4 3/4 20 40 60 80 100 120 140 GALLONS LITERS 0 80 160 240 320 360 400 013220 o 0 0 FLOW PER MINUTE 2 - 11 1/2 NPT i I 18 25/32 15 Li I 6 1/4 ' 6 1/4 SK1532 CONSULT FACTORY FOR SPECIAL APPLICATIONS 27014270 MODELS Control Selection SELECTION GUIDE Model I Model I Volts 1 Mode Am situ ex I Duplex 1. Single piggyback variable level float switch or double N270 M4270 1 115 1 1 Non 15.0 1 or 3 & 5 2 or 4 & 5 piggyback variable level float switch. Referto FM0477. E270 E4270 230 1 Non 7.5 1 or 3 & 5 2 er 4 & 5 2. Mechanical alternator M -Pak 10 -0072 or 10 -0075. 3. Simplex Control Panel. Refer to FM 1596. • Electrical alternators for duplex systems available with 4. See FM0712, for correct model of Electrical Alterna- variable level control switches. tor, E -Pak. • Minimum recommended basin size (Small load applica- 5. Variable level control switch 10 -0225 used as a tions) Simplex - 18" x 30 ". - Duplex - 30" x 30 ". Standard All Models - control activator, specify simplex or duplex (3) or (4) 270 - Weight 49 lbs. 1 H.P. float system. 4270 - Weight 73 lbs. 1 H.P. For hformallm on addifimal Zoeller products reWto catalog on SImplin Panels, FM115%; Pliggybad • High water alarms available. variable Level Switches, FM0471; Elettrical Alternator, FW86; Medurnical Abffda, FW95; • Mechanical alternators available for duplex systems. sarndsewa9e FMO4e7; sings Phase Alarm System. FM0737 waller6gltt Junctions lam, FM1597; and Disconnect & Rd Systems, FM0787. Caution: Maximum temperature of sewage or dewatering All installation of controls, protection devices and should be done by a qualified licensed must be limited to 130' F. (54° C.) For Over 130 F. electrician. All electrical and safety codes should be followed including the most recent National (54" C.) special quotation required. Electric Code (NEC) and the Occupational Safety and Health Ad (OSHA). RESERVE POWERED DESIGN For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. 0 Copyright 20011 Zoeller Co. All rights reserved. 3 �s p SECTION: 2.30.025 ` QUs1L/rf �UMPB 51hVE Iff,7 " FM1921 L' 0301 Product information 't ® Supersedes presented here reflects vL P[//WP l0. New conditions at time of publication. Consult factory � visit our web site: regarding discrepancies or MAIL TO: P.O. BOX 16347 • Louisville, KY 40256 -0347 inconsistencies. SHIP TO: 3649 Cane Run Road • Louisville, KY 40211 -1961 http: / /Www.zoetter.com (502) 778 -2731. 1(800) 926 -PUMP • FAX (502) 774 -3624 COMPARE THESE FEATURES • Durable cast construction. ASTM Class 25 cast iron, 270 - 4270 Series motor housing cover, and pump housing. (For Pc mp Prefix Identification see News & Views 0052) Engineered plastic base on 270. "W Bronze non - clogging vortex impeller Not effected by materials normally found in drainage SUBMERSIBLE and sewage sumps. S EWAGE EFFLUENT PUMP • Stainless steel screws, bolts, and handle. • 15 ft. UL Listed 3 -wire neoprene cord and plug. OR DEWATERING PUMP • 2" NPT DISCHARGE Oil - filled motor - hermetically sealed. SSPMA • Square Ring &Gasket - Neoprene. 8 D...n. MEMBER 1 HP 60 hertz, 3450 RPM. SUMP Carbon and ceramic shaft seal. 6 � " SN. • Double seal pump available - 4270 Series. • Cast iron base on 4270. • Oil lubricated bearings. • Passes 2 -inch sphere solids. Nonautomatic • 2" NPT Discharge. 270 • Corrosion resistant powder coated epoxy finish. SIMPLEX AND DUPLEX SYSTEMS FEATURES AVAILABLE • Double Seal Pump in 4270,115 AVAILABLE or23ov, 1Ph, 1HP 2" NPT Discharge PACKAGED Passes 2" solids SYSTEMS BN and BE pumps available packaged with a Piggyback AVAILABLE variable Level Float Switch POWDER COATED ALL MODELS ARE COMPLETELY TOUGH" SUBMERSIBLE, HERMETICALLY SEALED Watertight - dust tight. Nonautomatic "4270" double seal pump , May be used in those states where codes do not restrict solids size in effluent systems. 0 Copyright 2001 Zoeller Co. All rights reserved. Sanitary Permit Application Safety & Buildings Division In accord with Comm 83.21, Wis. Adm. Code 201 W. Washington Ave. See reverse side for instructions for completing this application PO Box 7302 1 V 1 SC0ns1n Personal information you provide may be used for secondary purposes Madison, WI 53707 -7302 Department of Commerce [Privacy Law, s. 15.04(I)(m)J (Submit completed form to county if not state owned. Attach com lete plans (to the county copy only) for the system, on paper not less than 8 -1/2 x 11 inches in size. County S T �O��Y State San' Pi mC umber ❑ Check if revision to previous application State Plan 1. D. Number N/ I. Application Information - Please Print all Information Location: 1 4e Property Owner Name Property Location 4144 0,= AlltJ 15 P06 L �oo , vG -- S�v 1/4 4 S Z• T ,N, R E or W Property Owner's Mailing Address Lot Number Block Number � l City, State Zip Code Phone Number Subdivision Name or CSM Number UQ�• �,/ 3�41pw1� w/, syo o Z 7/ 5 ) 'y�' Zs3 cs,� G3 3423 . 513 II Type of Building: (check one) is �' gw ^ i K ❑ City 1 or 2 Family Dwelling - No. of Bedrooms: 3 _ � +� ❑ Village -, ❑ Public /Commercial (describe use): 3&Town of ❑ State -owned III Type of Permit: (Check only one box on line A. Check box on line B if applicable) Nearest Road /,� S 7 ' A) I. New System 2. ❑ Replacement 3. ❑ Replacement of 4. ❑ Addition to Parcel Tax Number(s) o System Tank Only Existing System !>�� ' CEO 3 B) Permit Number Date Issued ❑ A Sanitary Permit was previously issued IV. Type of POWT System: (Check all that apply) - OA44k - 4 tLTit. '1 Non- pressurized In- ground Mound ❑ Sand Filter ❑ Constructed Wetland ❑ Pressurized In- ground ❑ Holding Tank ❑ Single Pass ❑ Drip Line ❑ At -gra e t 'I Aerobic Treaim nt Unit ❑ Recirculating 11 Other: 31 Q �s s 9� a V Dis ersal/Treatment Area In ormation: 1. Design Flow (gpd) 2. DispersalArea 3. Dispersal Area 4. Soil Application 5. Percolation Rate 6. System Elevation 7. Final Grade /��- Required Proposed Rate (Gals. /day /sq. ft.) (Min. /inch) �L,.0 • X ' � i levation 7 •� SD's s� s o .� �_ l3. So 7.5 0 VI Tank Capacity in Total # of Manufacturer Prefab Site Steel Fiber- Plastic Information Gallons Gallons Tanks Con- Con- glass New Existing crete structed •��� Tanks Tanks /��j =� / 0 0 11 11 P • C ❑ ❑ VII Responsibility Statement I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (print) Plumber's Signature (no stamps): MP /MPRS No. Business Phone Number RO &I T - 2 , 01f /�GCi/ � � ZZCe3 �S ��- 3a Plumber's Address (Street, City, State, Zip Code) loss 0 1 AO t'L ,D � • VIII County/Department Use Only o2 _ot -OI ❑ Disapproved Sanitary Permit Fee (Includes Groundwater D Issued Issuing Agent Signature (No stamps) Approved ❑Owner Given Initial Adverse Surcharge dOZ A Determination �• 0�'��- oc- i "-c- a. udC.Z..�t I.e w iw tQi ° t .eA ; IX. Conditions of Approval /Re sons for Disapp ov : %5 �4�' �Q cepl s `1 ur � (p2eo r, .Atck .w t: v , v e l � J.J �u � crs , a k,evMna` vtcr, wag - b ex A prsAv efrflr+k,rwlW�A�o?ofj . 1��e�wnSfW►c )GthnL� ��'""�I"� /�jdo7 5� wS1l rs w vt Sci� I Gtifrlph�t1 �,nni�.�I s L ►�kS ueeQ Gist7n.G� tai ✓k+at1 A. t e St r,1a do v.e f rat �ivt t w r © L �p mi 4 rA kllej 76 j4M k&j rtv a j t- C, 41Y6 C OMt Sf✓ f a ( O�,A -'F.", 2 s �, cf ¢ �1 ? ld/Jc— t�tt�rn� - (clolo`ibus( to4kr -_ ..., Irt (cj(, I�`a t v pe. prob 5 W4,0 -k b� '" "1 qzv`n O �w ; 1 4A VV6 wn5 rY F� Y+xw�y �z('0 �ew - 14, SBD -6398 (R. 07/00 N�K� i A w 1'kj1t cd FW6�1, �`•""'"^'S -tom. 604kj 4(4 AtQo^� ra,,,t aiwao r z87 � 1 c<`L,>, / V CIS O c � �, o b • Is N s ej ? —ld �O N O V •ty o kj\ o a ZI p it N UL13 nICI1T & ASSOCIATES CO. [ 655.0'Neil Road - Hudson, WI 54016 Reg..Designers of FngineerkV systems Private Sewage Consultants 715 - 386 -8185 PROJECT INDEX PLAN ID # N� A4,1 / DATE G OWNER 'F IPpOL PHONE 7 2 { 3 Z- ADDRESS S T ���U�I (�Vl s 5 yD�� LEGAL DESCRIPTION t /o -f' � -s ' C,S,-+ .& 3 3ei " 2 ?' 2f V ., /el 7 60 v WO �� oe /vw � S iv ot Nom, loll / O�� / 3 9 TOWN OF /�1./GtO�y� � S T G�Poi COUNTY CSTM - r. WV /So".,) LOCAL AUTHORITY/ SUPERVISION PROJECT DESCRIPTION: i 7�vS Ulbricht & Associates 'A z�31 ' Private sewage Consultants Z 655 O'Neil R S 0 1 Hudson, Wis. is. 54016 i Y Pg.l INFILTRATOR SIZING WORKSHEET Pg.2 SYSTEM PLOT PLAN VIEWS Pg.3 CROSS SECTION OF SYSTEM, WITH ELEVATIONS. Pg.6 ZABEL FILTER & MANAGEMENT PLANS. I1ris design rot installation is based entirely on measurements, elevations, landcca�,e conditions (slopes etc.) 111 ,r,cur,c and soil suitability provided by C511M -y or it.ls specs, as tepotted, shall remain the sole tesponsibility or the CSIT1. y �1 y I o � �z T Rs it ljj Ln y� 44 � Z d Z�7 � 0 o a o N � 1 � N � o ZZ too � r , a G� o b • � N T � O i CS kN � o Iii III gl , IoM D �'' rO� � s t- ( AP w P AglpOlitp b4-50 C� P � Af l,v 1 , U.v %vs E rrov � Iff y CAa 55 SEC Tio v o F TIVClue�s 2lS��v G- �N�i Gu ��� 3/• S C,�� F 7 To 7-,9 �. p-�iL S ,� Tiv •v 'ASti aS) . Y av iNS/JEc T /ov �/�2, Iff � M 1 � - I j v7j ,. SEPTIC �TA NK - h PUMP CHAMBER CROSS SECTION AND SPECIFICATIONS 4" Cl VENT PIPE 12" .rly' ?A FROM DOOR, WINDOW OR ABOVE GRADE t; WEATHER PROOF Z FRESH AI R INTAKE JUNCTION BOX APPROVED WITH CONDUIT MANHOLE CC W/ PADLOCK WARNING LA MIN. 48 T IN. INLET GAS- 19 i f � i ZABEL - A I S E A L TIGH X.D 40 - - APPROVED PVC PI PS' F ELT - B ALM JOINTS W/ 3'16 SOLID M °0 t r ADO I -I- // ON PIPE 3' ONi SOIL ?3. &o C • �,3 SOLID SOIL PUMP OFF ELEV . FZ�, } - - t� . OFF RISER E) D 1j -" PERMITTED 1 IF TANK 0 0�0� MANUFACTURE 3 APPROVED BEDDING UNDER TANK HAS APPROVA CONCRETE PAD SPECIFICATIONS SEPTIC / DOSE J�DwFST"/J TANK MANUFACTURER: "ielt 7 - 41'" NUMBER DOSES PER DAY: TANK SIZES SEPTIC / (LUM - - - -- GAL. DOSE VbLUME INCLUDING DOSE (DSO GAL, ( 53) FLOWBACK: S GAL. ALARM MANUFACTURER: L`�[(,C " or"if �. CAPACITIES: A = 17 6 INCHES = 3� MODEL NUMBER: T GA SWITCH TYPE: ��' -- B = 2 INCHES = ,3 7 ` GA1 PUMP MANUFACTURER: 'q /F C - 1, 70 MODEL NUMBER: INCHES = 16 - GA] MC - SWITCH TYPE: y51/ A - -,t- D = 1091-7 INCHES = /S l GA1 REQUIRED DISCHARGE RATE XO GPM PUMP & ALARM WIRING AS PER ILHR 16.23 W/ VERTICAL DIFFERENCE BETWEEN PUMP OFF AND DISTRIBUTION PIPE . . z2'y0 + MINIMUM NETWORK SUPPLY PRESSURE F EET + X2 FEET FORCEMAIN X / . y 4 FT / FACTOR.. N FEET TOTAL DYNAMIC HEAD z(,•4 FEET INTER ' NAL DIMENSIONS OF PUMP 'TANK: LENGTH �� WIDTH ; DIAMETER LIQUID DEPTH y0 SIGNED: LICENSE NUMBER: ,DATE: P/C specs �hC& M E40 Series 4/10 HP Effluent and Drain Water Pumps Performance Curve MODEL ME40 EFFLUENT PUMP CAPACITY LITERS PER MINUTE 0 50 100 150 200 250 300 350 40 12 35 10 cn W 30 Cr. L W H 25 8 f __........____ Z 0 20 6 J 15 .J 4 ~O 10 F. 5 2 0 0 0 10 20 30 40 50 60 70 80 90 100 CAPACITY GALLONS PER MINUTE F.E. Myers, A Pentair Company • 1101 Myers Parkway, Ashland, Ohio 44805 -1923 419/289 -1144 FAX 419/289 -6658 Telex 98 -7443 K3326 7/91 Printed in U.S.A. A ' 0 • • •, 1 D VA '1 • ul ` ��i i i i�i �� • =fit �1 � i ��:Q4 iliS1� r!i!� I �D���� � • I 1 • • 1 s // ii� / :1' 1 7'1Y' 7 ?I • • • a �� ' � g i ii •� •-'� •• ••- •�• I I I .1 ]. •1 •1 1. 1 Pg . 6 POWTS (landowner) is reponsible for proper operation and maintenance of this system. Regular periodic inspections and servicing is necessary for the safe healthy operation of this system. The owner is required by code to submit all necessary maintenance /inspection reports to the controlling authorities. SPECIFIC CONTACT AGENTS * Governmental authority/ inspectors: * Licensed installer, responsible for providing an operation/ maintenance "Users" intenance Users manual: Po &a A Pit° S J-zee 3 S * Licensed service / inspection agent other than installer: O * Electrician, for pump, electric controls, wiring units: 1 f 4eV v.)� o,� � v TiFA/4�4� `�.zS— 733 ife�e7X CO IMPORTANT'OWNER MAINTENANCE REQUIREMENTS 1. Winter traffic (sledding, shoveking, etc.) across the mound area shall not be permitted, or frost can /will penetrate into the cell, freezing up the system. Discontinuos use in the winter (a vacaction trip, resulting in no water use) can also lead to freeze ups. 2. Water conservation needs to be exercised! Or system can be hydrolically overloaded and destroyed. This sys was designed for a maximum wastewater flow of ys gals. daily. 3. POWTS are not designed to accomodate wastes from a garbage disposal unit, or any other unnatural sources of waste. Any introduction of such waste materials will overload and destroy this system. 4. If a power outage occurs, or a pump fails, it may result in a temporary overload of effluent being pumped into the cell, which may adversely impact the cell (lea)tAge). It is recommended that a licensed pumper empty the dosing tank, allowing the pump to return to dosing the correct amounts. Consult your installer immediately for advice. 5. Neglect of the vegetative cover (the cells insulation & erosion preventive) can lead to failure. Compaction or heavy traffic also can destroy the system. It IS NECESSARY TO REGULARLY WATER THE VEGETATION OVER A SYSTEM!! Effluent in the system beneath IS NOT sufficient alone tO maintain a grass cover. 6. Periodic inspections by the owner, or his agents, is n L_ necessary. Inspection ninP_R and nnrf:c hava hooan inrnrirnnra *oA Wisconsin Department of Commerce SOIL EVALUATION REPORT Page ( of Division of Safety and Buildings In accordance with Comm 85, Wis. Adm. Code C °""`y Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must S� - Croix o include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all information. R e I by Dat Personal Information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). tt ' Property Owner (( Property Location r r o ' 0 CI I n G Govt. Lot h W 114 n W 1/4 S T 1 N V 7 {--m w Property Owner's Mailing Address L t # Block # Subd. Name or CSM# d 2 pC� i I 19 S CS 33Gz3 t� / J (C ity I j 1 S.t'ate Zip Code Phone Number El city [I Village Town Nearest Roa 1�0.IibWln W I 00 0 // ) 796- )532 Rc\mmyn U( s l ga n ❑ New Construction Use: ( Residential / Number of bedrooms �� Code derived design flow rate GPD ❑ Replacement ❑ Public or com ercial - ` Describe: ) Parent material 1 Q'e s ()o F, ��� W� S h `.�i.m C) F5 Flood Plain elevation if applicable h ft• General comments and recommendations: a Boring # I Boring 1 oO E] pit Ground surface elev. 0' 7 ? ft. Depth to limiting factor in. S Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff# o -I to - sl r' a Boring # Boring Pit Ground surface elev9, ' 1 ft. Depth to limiting facto in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots DAf' In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff# 'Eff#2 1 - i to r NJ S �IS6� M r e� a. , s. -;0 W-jr,5 — I d's -Ims6 m> Ll ,� _ ` Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mgA- ` Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Si ture CST Number Z � Address Date Evaluation Conducted Telephone Number iq3� i ;t n " �� AO) Q r n& W 7 -10-0 11 1 5 -1 - 2ys I Wisconsin Department of Commerce SOIL EVALUATION REPORT Page I of L 4 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code II 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 point (BM), direction and Parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all information Reviewed by Date Personal Information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner ( Property Location r r o I (1 I Y1cj Govt. Lot }'' W 114 n w 1/4 S 2 T !19 ! N R 7 S-m W Property Owner's Mailing Address Lot # Block # Subd. Name or CS M# III I .S City State Code Phone Number ❑ City ❑ village Town Ne oa l �a�CYiJ►n W 1 00 01an LQ ❑ New Construction Use: ( Resi ntial / Number of bedrooms _�_ Code derived d flow rate GPD El Replacement ❑ Public r Dom erdal - Describe: Parent material 1 > j (1� G r,� I Flood P elevation if applicable General comments and recommendations: 11-1 Boring # R Boring I �� ❑ Pit Ground surface e v. 7 -7 ft. Depth to limiting factor in. Sal Application Rate Horizon Depth Dominant Color Redox ascription Texture Structure Consistence Boundary Roots GPD/fF ` in. Munsell Qu. S nt. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 em (- 2 f) Boring # � Boring Pit Ground surface elev. ft. Depth to limiting facto � in. Soil Application Rate Horizon Depth Dominant olor Redox De cription Texture Structure Consistence Boundary Roots GPD/IF In. Munse Qu. Sz. C t. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 mfr It a. r 7.5 r — S lm -'r / 99 - j m w Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 –5 150 mgA. ' Effluent #2 = BOD 5 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Signature -� 1 CST Number r� r r Address Date Evaluation Conducted Telephone Number l�{3 l�of 7 -LO -00 `l►S- 29 • T n Z � page of �00� i !•1 Parcel g Property Owner parr» { F3 -1 Boring # XBoring ❑Pit Ground surface elev. �� ft. Depth to limiting facto � soy Appl Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots PD/fr= in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Efr#1 'Effif2 1 lo- 1(p io rW — s lSbk trly r e - W Z �' , ,�"' Ilu -sq 15 r — I S am.sb r eta I _7 o 7,r r s6 k4 Fr ® Boring # Boring ❑Pit Ground surface elev. ft. Depth to limiting factor �L— In. Soli ication Rate Horizon Depth Dominant Color Redox Description Texture Structure ConsistenceBoundary Roots D/ftt In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 'Eff#2 1 o w r Is r -�- l - 7 sr — SI sk r — 0 - 43 -S Y 0 y 3 . "Y �2. Boring Boring # Ground surface elev. 7, 7/ ft. Depth to limiting factor /� in. ❑ Pit Soil Appl ication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fP In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. C' IN DI 'Eff#2 I o- io rV — I s bK u r w z. 3 - q0 � a 3.�b qY•� ' Effluent #1 = BOD > 30 220 mg1L and TSS >30 _5 1 5 0 mgA- ` Effluent #2 = BOD 5 mg& and TSS ,5 30 mgll. The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608 - 266 -3151 or TTY 608 -264 -8777. j ssn -8330 te.sroo) i n Property Owner v O Parcel ID # Page of © Boring # Boring ❑ Pit Ground surface elev. - (� I & 7 7 ft. Depth to limiting factor / - 1 in. i A Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/If In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 •Eff#2 1 2t �o r _ a I b rev Q Z ,7 i. .s r V1.1 cat °l y. o .2 .Z F -1 Boring # F1 F1 ❑ Pit Ground surface elev. ft. Depth to limiting factor fn. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Etf #1 `Eff#2 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil ication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fE In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 'Eff#2 Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mgA- ` Effluent #2 = BOD < 30 mgll- and TSS < 30 mglL The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608 - 266 -3151 or TTY 608 -264 -8777. SBD -6730 (8.6100) O L c. c., 2 c 1 NA x.17 uwN c� �`t �►r��D ^ � ✓ st, r1 - Top o r tom, P.c S 4►io, ? a q sy s 1 4 q7 s - ✓ - r d � 4 �h ow.a 6 OAS 5 2Z7 3%1 ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM , OwnerBuyer rr� A/ 1�� -� D I ,4 Mailing Address /l ZZ l 118' Property Address 44992K (Verification required from Planning Department for new construction) _ City/State ZZZZ�i `7 , /Z Z: Parcel Identification Number LEGAL DESCRIPTION Property Location/ '/4, '/4, Sec. . T.2ZN -R Town of Q Subdivision /y .Lot # A Certified Survey Map # v -2, � 3 . Volume i� . Page # 3 Warranty Deed # �1.3 s -5 a , Volume 7 `'W . Page # Spec house ❑ yes X no Lot lines identifiable fi 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• p��, �s Ile property a to submit to St. Croix Zoning Departm ent a certification form, signed by the owner and by a mastorplumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on -site wastewaterdisposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. Uwe, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office itbin ?0 days of the three year expiration date. SIGNATURE OF APPLI rry - 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 owners) of the property described above, by virtue of a warranty deed recorded in Register of Deeds Office. SIGNATURE OF APPLICAN 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 ID . q® V IC Y I M A I 1 40 /T0 39VA NOS73N WO1 IOBZ9VZ9LL LE :OZ LOOZ /9Z /'LO t+M e�ACt esesseee red eeee0006 M nt SL CON 0) WIL !! } .... Andersen .................................... ............_......_.._........ a" i�r MdDN1 ► Jane AL 0.19 t ...................................................... ........................_... »._ a>,d warrants ,Govdiri aria - AiIa� : Qperty ... ......... +.... � . ............................................. ................... .. - .... ........... ....... _ •- ........................ ........ _..... nsruw.� ro BAKKE, NORMAN 8 _ 1 ...:......: .... ............................... . - ......_...---- ...._...- ...- - -- ....._.......... I SCHUMACHiR, S.C. .............. ................................. ............. .................................................. — tm follewing described real estate in ........ .......... S�,, ... C- TQ�_1C ........ County, ants of Wiseoeaiw: Tat Pared No: ...... » --- ..__»»----------- See Attached. i I � j THANSM ! t� is S not • homestead ci This .-• .... s not) t! Exception to warranties: ff '. i ar tt f i Dated this ._....__.1 .............. .......... day of ---- - -- - -- --- - - ---- -- - -.. - •--- - - - - -_ • 19 ..8�. �i i1 '^ . .... . ........... ............. (SEAL) is rE I�rs /'► - -•-- - -• (SEAL) �! Clinton D. Andersen (SEAL) •--- - - --•- ........ .. ... ..... .• (SEA s AUTRUNTICATION ACHNOWLSDGMXNT .»_._.._ Clinton D. Andersen STA OF WISCONSIN �r Sire(s) ................................................... as. ....... ........ . ............. ................ .......... County. } 4 this 1$ �• a 19.86 Personally came before me this ................day of hh ........ i 1 19 ........ the above nam ed -- . .................... ... -• -- •-••- -• °- -•- •- ••••••••- •--- --- ----•• • •--••--•--•--•--•--°- r R. Schumacher .. ....................... .......... ....................... - ••-- •........_.._ (; TITLE: MEMBER STATE BAR OF WISCONSIN ......... - °-___- _----- •-----............... -------------------•-•-----------•------------ a>othorissd by # 708.06. Wis. Stets.) to me known to be the person _.__ ....... who executed the foregoing instrument and acknowledge the same. s THIS INSTRUMENT WAS DRAFTED By BAKKE, NORMAN f, SCHUMACHER, S.C. .. ..................... ._ ........................ ................ New Richmond, WI 54017 '--- - - - - -- ---- - - - - -- ... Notary Public ...... - -•- ------------------ . - -.. County, Wis. ($isruteres may be authenticated or acknowledged. Botn M9 Commission is permanent. (If not, state expiration an uet necasasry.) date 19 ------- A t t; Part of NW 1/4 and Part of NW 1/4 of NE 1/4 of Section 2 -29 -17 described as follows: Commencing at the North 1/4 corner of said Section 2, the Point of Beginning, of the parcel to be herein described; thence S 00 02 - 83.00'; thence N 89 41 150.00% thence SW 02 749.57; thence S89 4S19 1457.06'; thence S00 07'49 "W 1143.08 thence N 89 56 "W 1310.46 thence N00 18'09"E 1306.30; thence N89 45'20"E 1306.56'; thence N00 07'49"E 658.58'; thence N89 35'14 "E (assumed bearing on the North line of the Northwest 1/4 of Section 2) a distance of 1304.60' to the Point of Beginning, containing 65.32 acres, begin subject to easement over portions of said parcel for town road purposes as now laid and traveled also being subject to easement of record and EXCEPTING THEREFROM the above described parcel the following described lands; The South 50.00' of the North 83.00' of the Northeast 1/4 of the Northwest 1/4 of said Section 2 m 1� r � CERTIFIED SURVEY MAP Errol F. and Hilda 1. Gooding Located in part of the Northwest % of the Northwest % and in the Southwest '/, of the Northwest %, of Section 2, Township 29 North, Range 17 West, Town of Hammond, St. Croix County, Wisconsin. N LEGEND BEARWGS ARE REIiERENCED IYD/CATES 1"x 24' IRON PIPE SET TO THE NORTH LINE OF THE 0 (MAI N7 1 13 IJN FT) NORTHWEST 114 OF SECTION 2, T 29 R N. 17 W, ASSUMED AS • INDICATES 1'IFtON PEPE FOUND S 89 N. R 1 W. p SOL BORINGS (PROPOSED SEP17CSYSTEM) SECTION CORNER MONUMENT (AS NO SCALZIN 1'=30' —X— INDICATES FENCELINE 150 A 40 3 �4WW14'w XM.m_ � -- S ✓q'35'1N W NORTHLNJENWIN NW COPoJER -- - - 1304.W SECTXYJ Z T Z9 N! 117 W . /- NORTH LW CORNER i (FWND SERNTSEN SECTpN z i29 M R 17 W awMa4uM MONUMENT (FOUND Br RNrsEN I ALUMWUM MONUMENT) UNPLATTED LANDS y� y $ I A ♦ ��• F S63 1s. � �, w w sr s os•44 r ;• 1os.Tr N 88'4620' E $ 1188'46 20'E 801.60' r n 68667 auxDm 271.50' i33' '0, I I 100 Z d LOT 1 f I 1, 803,625 SQ. FT. OR 41.406 AC. i 1 192t��! $TRT (1, 760,298 SQ. FT. OR 40 4114P AC. W" EXCLUDING ROAD RIGHT OF WAY) I N scuTHlar�NwLraruWla _ _ _ J � narrlHLnvF swrAl.Nw1a I i F- I Q � OWNERS ADDRESS I S I I $ 1188192nd STREET I °� I BALDWIN, W1 54002 I I 0 , I DATED: 1100 a' � �0°0aon cots 4�d 1277.481.00 15 . d; IZ N88'6648'W 1810x I LAURENCE' 1 w. UNPLATTED LANDS MUR , 115 c - - - - -- o FALL s, m 8 NEST iW CORNER 0 SECMN ZT29MR 17w I v�OCRFO LAND 9JP CORKIER FALLS `l i d � THIS INSTRUMENT DRAFTED BY JERALD L LARSON I I SHEET 1 OF Vol. 14 Page 3993 `� �1 2p • 12 633623 CERTIFIED SURVEY MAP Errol F. and Hilda I. Gooding Located in part of the Northwest 1 14 of the Northwest 1 14 and in the Southwest Y 4 of the Northwest %4 Of Section 2, Township 29 North, Range 17 West, Town of Ha mmon4 St. Croix County, Wisconsin. L EGEN D BE40M ARE MMMENCED INDICATES 1'x 24'IRON PIPE SET TO THE NORTHLNE OF THE (AW WT. -1.13 LBAN. FT.) NORTHVIEST 114 OF SECTION 2, • NDICATES 1'fWPPE FOUND 1`29 N. R 17 W, ASSUAEDAS S 80'96'14' W. p SOL BOMWGS (PROPOSED SEPTIC SYSTEM SECTION CORNER MONUAENT (AS NOTE MMNFW 1 '03W NDICATES FENCELNE 1 5 1 — see'���'w 2aoezc— S a!i>ySiP W NORTH LM NW1I4 t _� -- -- -- — — 1304.E0 B WN14 W 1� SEC 2 9 A R 17 W SECTIDNA TC 17W fF+OYl�l1l/TSF.N (FOtMO9A>�RSEN ALUMp1R/AI MOMlA1ENn i z AunwNUM MOMUAIENTI (r I 1�lNALAT_TE_D - LANDS � E ♦ • ;•T1' N 88'480" E z 16"90'E 104.80' 8f8.8T BUILDW 71.50' I � 1 33.017' ax r a LOT 1 13 1,803,625 SQ. FT. OR 41.406 AC. ' - I 92[[d $�.�.ET 1760 298 SQ. FT. OR 40.411 AC. --( C-4 fl r EXCLUDING ROAD RIGHT OF WAY) W I :°- I NORTH L%ESWf* WI1 I - own�as ao ss i ca , 1188192nd STREET I - - BALDW/N, W UW2 I o� I DATE ' ■ I 1 'ar 1 • s1 AL is v v s • Errol F. and Hilda I. Gooding Located in part of the Northwest % of the Northwest Y4 and in the Southwest '/4 of the Northwest %. of Section 2, Township 29 North, Range 17 West, Town of Hammond St. Croix County, Wisconsin. DESCRIPTION: That certain parcel of land located in part of the Northwest 1 /4 of the Northwest 1 /4 and in the Southwest 1 /4 of the Northwest 1 /4 of Section 2, Township 29 North, Range 17 West, Town of Hammond, St. Croix County, Wisconsin, more particularly described as follows: Commencing at the North 1 /4 corner of said Section 2; thence along the North line of the Northwest 1 /4 of said Section 2, S 89° 35' 14" W, (assumed bearing on the North line of the Northwest 1 /4 of said Section 2), a distance of 1304.60'; thence along the East line of the West 1 /s of said Northwest 1 /4, S 00 49" W, 658.58' to the POINT OF BEGINNING of the parcel to be herein described; thence continuing along said East line, S 00 07' 49" W, 1313.08'; thence N 89° 56' 48" W, 1310.46' to the West line of said Northwest 1 /4; thence along said West line, N 00 18' 09" E, 1306.30'; thence N 89° 45' 20" E, 536.57'; thence N 00 12' 59" E, 297.11'; thence S 65 24' 29" E, 429.50'; thence S 83 09' 35" E, 86.97; thence S 06 44' 31" W, 106.77'; thence N 89° 45' 20" E, 304.50' to the POINT OF BEGINNING, containing 1,803,625 square feet or 41.406 acres, being subject to the right of way of 192 Street for roadway purposes over the Easterly portion of said parcel as shown on this map and subject to all other easements and restrictions of record. State of Wisconsin) County of Pierce) I, Laurence W. Murphy, Registered Land Surveyor, do hereby certify that by direction of the Owners, Errol F. and Kilda I. Gooding, I have surveyed and divided the lands shown hereon in accordance with official records, Chapter 236.34 of Wisconsin Statutes and the Ordinances of St. Croix County and that this map and description are a true and correct representation thereof. Dated: November 13, 2000 NOTE: Each parcel shown on this map is subject to State, County, and Township laws, rules and regulations (i.e. wetlands, minimum lot size, access to parcel, etc.). Before purchasing or developing any parcel, contact the St. Croix County Zoning Office and appropriate Town Board for advice. G011l +�� W. 3 - roue fKU, W1 uuA Vol. 14 Page 3993 THS IMTRUMENr DRAFTED BY JEP" L LARSON SHEET 2 OF 2 Y T c A Pamir STC 104 AS BUILT SANITARY SYSTEM REPORT nd D OWNER FWOL f ADDRESS //g& H2 off /ZY�J i� Gtr /. .Syd o 2_ . �3��z3 •�% /Y . 3�f3 SUBDIVISION / CSM# LOT SECTION 2 T 'L ! N -R ! 7 W, Town of i'/ ST. CROIX COUNTY, WISCONSIN PLAN VIEW SHOW EVERYTHING WITHIN 100 FEET OF SYSTEM t i INDICATE NORTH ARROW Provide setback and elevation information on reverse of this form. Provide 2 dimensions to center of septic tank manhole cover. w ' s BENCHMARK: n A LTERNATE BM: r ?o SEPTIC TANK / PUMP CHAMBER / HOLDING..TANK INFORMATION Manufacturer: IV-"C Liquid ca pacity: _(oSo Setback from: Well }�� house S 7- other Pump: Manufacturer _ 0046//&_X Modell 270 Size //F I/Ol Float seperation � Gallons /cycle: ��• Alarm Location - :SOIL ABSORPTION SYSTEM Z .. Width: Length 753 Number of trenches ��. Distance &Direction to nearest prop. line: Setback from: well: 7"o � so House Other �— ELEVATIONS i � S• � � ' Building Sewer 16 �3 ST Inlet; -75 - 5 ST outlet PC inlet Nl ' PC bottom 7 ` • '7 If _ Of f 7 a - f O h r' S T• /3 e X ---- -- �, . 97 6/ 'YNLerHeader /Manifold Bottom of system Existing Grade Final grade DATE OF INSTALLATION: PLUMBER ON JOB: PoA" 7— Wi k/ LICENSE NUMBER: S INSPECTOR: To N S D 7- 3/93:jt , i t , T01AI DYNAMIC M AD/CAPACIIY HEAD CAPACITY CURVE 11Y MINUTE .WWAGF AND DFWAlf RING 270/4270 MODELS 35 MOM 1 14210 10 30 feet \ele:s l I s 5 J 25 - - i ..... .. U 6 t' t 0 4 ti TI 10 I ock Vn 2 5 4 3/4 8 5/16 - -- — 6 13/32 0 4 3/4 20 40 60 80 100 120 140 40, GALLONS LITERS 0 80 150 240 320 360 400 013220 FLOW PER MINUTE - 11 112 NPT I I 18 25/32 15 — — - 6 1/4 6 1 / 4 SK1532 CONSULT FACTORY FOR SPECIAL APPLICATIONS 270/4270 MODELS Control Selection SELECTION GUIDE Model Model I Volts -Ph Mode Amps Simplex Duplex 1. Single piggyback variable level float switch or double N270 N4270 115 1 Non 15.0 1 «3 & 5 z «4&5_ back variable level float switch. Refer to FM0477. E-270 E4270 230 1 Non 7.5 1 «3 S 5 2 «4 & 5 p i 2. Mechanical alternator M -Pak 10 -0072 or 10 -0075. 3. Simplex Control Panel. Refer to FM 1596. • Electrical alternators for duplex systems available with 4. See FM0712, for correct model of Electrical Alterna- variable level control switches. tor, E -Pak. • Minimum recommended basin size (Small load applica- 5. Variable level control switch 10 -0225 used as a tions) Simplex - 18" x 30 ". - Duplex - 30" x 30 ". Standard All Models - control activator, specify simplex or duplex (3) or (4) 270 -Weight 49 lbs. 1 H. P. float system. 4270 - Weight 73 lbs. 1 H.P. • High water alarms available. For mlemat lana catalog FM0 FM0pe slm anMs F ynac; g variable Level Switches, ches, FM0477; Electrical Alternator, 486; MeMechanical l Aftem ABemat«, Fbg495 • Mechanical alternators available for duplex systems. Sump/Sewage Basins, F► x497, Single Phase Alarm Systems. FM0732:walerfiI Junctions Boxes. 1`1011597; and Disconned & Rail Systems, FM0787. Caution: Maximum temperature of sewage or dewatering • 0A1i1 wiring All installation of controls, protection devices and wiring should be done by a qualified licensed must be limited to 130° F. (54° C.) For Over 130 F. electrician. All electrical and safely codes should be followed including the most recent National (54' C.) Special quotation required. Electric Code (NEC) and the Occupational Safety and Health Act (OSHA). RESERVE POWERED DESIGN For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. © Copyright 2001 Zoeller Co. All rights reserved. • t Q!/4L�Ti' !'!/MP6 ShIrE j,9, U N SECTION: 2.30 025 FM1921 L. 0301 Product information 0 ® L� Supersedes presented here re jot �O_ ° New conditions at time of publication. Consult factory regarding discrepancies or MAIL TO: P.O. BOX 16347 • Louisville, KY 40256 -0347 visit our web site: inconsistencies. SHIP TO: 3649 Cane Run Road • LouisvNe, KY 40211 -1961 http J/www.zoetter.com (502) 778 -2731. 1(800) 928 -PUMP • FAX (502) 774 -3624 COMPARE THESE FEATURES • Durable cast construction. ASTM Class 25 cast iron, 270 - 4270 Series motor housing cover, and pump housing. (For Pump Prefix Identification see News & Views 0052) Engineered plastic base on 270. "W Bronze non - clogging vortex impeller Not effected by materials normally found in drainage SUBMERSIBLE and sewage sumps. S EWAGE / *EFFLUENT PUMP. Stainless steel screws, bolts, and handle. 15 ft. UL Listed 3 -wire neoprene cord and plug. OR DEWATERING PUMP Oil - filled motor - hermetically sealed. 2" NPT DISCHARGE • Square Ring & Gasket - Neoprene. .utr SSPMA MEMBER • 1 HP 60 hertz, 3450 RPM. • Carbon and ceramic shaft seal. A WWA G • CRA PtW MFRS. ASSN. • Double seal pump available - 4270 Series. • Cast iron base on 4270. • Oil lubricated bearings. • Passes 2 -inch sphere solids Nonautornatic • 2" NPT Discharge. °270" • Corrosion resistant powder coated epoxy finish. SIMPLEX AND DUPLEX SYSTEMS FEATURES AVAILABLE AVAILABLE Double Seal Pump in 4270, 115 or 230V, IPh, IHP • 2" NPT Discharge PACKAGED Passes 2" Solids SYSTEMS BN and BE pumps available AVAILABLE p acka g ed a able Le vel Floatt Switch POWDER COATED ALL MODELS ARE COMPLETELY TOUGH- SUBMERSIBLE, HERMETICALLY iSEALED Watertight - dust tight. Nonautomatic '4270" double seal pump May be used in those states where codes do not restrict solids size in effluent systems. © Copyright 2001 Zoeller Co. All rights reserved.