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HomeMy WebLinkAbout038-1201-60-000 r Wisconsin Department of „ommerce PRIVATE SEWAGE SYSTEM County: � S and emMngs DS1Of 1 INSPECTION REPORT St. Croix GENERAL INFORMATION (ATTACH TO PERMIT) Sanitary Permit No.: Personal information you provice may be used for secondary purposes (Privacy Law s. 15. (1)(m)). 384261 IF er it �,q Ider' Name: , ❑ City p Villa Town of : State Plan ID No.: IV MIKe G�ermafn, Star Orairie Township CST SM Elev.: Insp. SM E ev.: BM Description: Parcel Tax No.: 1 038 - 1201 -60 -000 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Lo" Benchmark 3• -L ( ° `>� /yD, d Dosing W It. BM .'� I `f p . 2t' Aeration Bldg. Sewer 3 S' jc) r Holding St /Ht Inlet 461 97- -_ - 3 r TANK SETBACK INFORMATION St/ Ht Outlet D , q2- r TANKTO P/L WELL BLDG. Airi to ntake ROAD Dt inlet irl Septic .r ' - (oD 2 9 f NA Dt Bottom 9 . �S `a `{� Di ' $5 - -b r w }o' NA Header /Man. o °(Z�95 r Aeration NA Dist. Pipe y 10: 3 x• , 0 5' Il•� 1 Holding Bot. System ) I , �' 9/- PUMP/ SIPHON INFORMATION Final Grade �•-Q Manufacturer gDisAt Jo We ll an Cover Model Number iJ GPM TDH Lift [0 Fndlo � Syste Loss - Forcemain Length % Dia. F Z (t SOIL ABSORPTION SYSTEM (� c t, n d Dept BED/TRENCH Width r Length-, % �oa _ f ches PIT No.Of Pits Inside Dia. Liquid Dept 11 DI MENSIONS DIMNI N LEACHING Ma du er: – SETBACK SYSTEM TO P / WELL LAKE / STREAM CHAMBER X INFORMATION Type C � OR UNIT DISTRIBUTION SYSTEM M• a Num er System: G*I- ! • I Z � Header / ani of t( Distribution Pipes) ole Size le 5 a 'ng Vent To Air Intake Length Dia. Dia. Spacing ) r SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only Depth Over Depth Over xx Deped �0[3Yes hed Bed /Trench Center Bed /Trench Edges Topso o ❑ No COMMENTS: (I nclude code discrepancies, persons present, #1: I0 /(6 /01 Inspection #2: ' — t — ' Location: 2103 81st St et, Somerset, WI 54025 (SW 114 SW 114 18 T31N R18W) - 1831181070 Rolling Oaks -Lot 19`_ S ' " 1.) Alt BM Description 6 , 2.) Bldg sewer length = 29 - amount of g over Plan revision required? ❑ Yes No dl - 'I_616 Use other side for additional information. `f FEE . Inspector's Signature Cert No S13"710 (R.3197) Date J r - ' Sanitary Permit Application Safety & Buildings Division Washington Ave. In accord with Comm 83.21, Wis. Adm. Code 201 W. See reverse side for instructions for completing this application p0 Box 7302 `�SCOnSln Personal information you provide may be used for secondary purposes Madison, WI 53707 -7302 Department of Commerce (Submit completed form to county if not [Privacy Law, s. 15.04(1)(m)] state owned.) Attach complete plans (to the county copy only) for the system, on paper not less than 8 - 1/2 x 11 inches in size. County State Sanitary P rmit N tuber ❑ Check if revi siorC to previiiits application State Plan I. D. Number 1 5T. �X 2( I. Application Information - Please Print all Information Location: Property Owner Name r' Property Location � E / 1/4 ,S aA14, 5 8 T J T ,N, R (or Property Owner's Mailing Address iX a ,� Lot Number Block Number �3 Cv - - st CP /Vf - City, State Zip ode ,Phone Number tjwry Subdivision Name or CSM Number 7ONttVG 04 II. Type of Building: (check one) r ;;";: i ❑ City I� 1 or 2 Family Dwelling -No. of Bedrooms: ° •.. r ; - �- "` ❑ Village El Public /Commercial (describe use):_ 4aTown of ❑ State -Owned /A 6:F Nearest Road p r� 2 3 6Y }.'- I t _ , _ Q, C & S Parcel Tax Number(s) 3 r III. Type of Permit: (Check only one box on line A. Check box on line B if applicable) ! . 3 ( . / . 10 r Z O A) 1. New 2. ❑ Replacement 3. ❑ Replacement of 4. 5. 6. ❑ Addition to System System Tank Only Existing System $) Permit Number Date Issued ❑ A Sanitary Permit was previously issued IV. Type of POWT System: (Check all that apply)'( - —1079r'. 4 6 kc 04 Non - pressurized h1- ground ❑ Mound ❑ Sand Filter ❑ Constructed Wetland ❑ Pressurized In- ground ❑ Holding Tank ❑ Single Pass ❑ Drip Line ❑ At - grade ❑ Aerobic Treatment Unit ❑ Recirculating ❑ Other: V. Dispersal/Treatment Area Information: 1. Design Flow (gpd) 2. Dispersal Area 3. Dispersal Area 4. Soil Application 5. Percolation Rate 6. System Elevation 7. Final Grade Required Proposed Rate (Gals. /day /sq. ft.) (Min. /inch) Elevation S 379, ,a s,s' VII. Tank Capacity in Total # of Manufacturer Prefab Site Steel Fiber- Plastic Information Gallons Gallons Tanks Con- Con- glass New Existing crete structed Tanks Tanks _ da _ ❑ ❑ ❑ ❑ o NA 1 190 VIII. Responsibility Statement I, the undersigned, assume resp onsibility for installation of the POWTS shown o e d plans. Plumber's Name (print) Plu is Signature (no stamps) /MPRS No. Business Phone Number D off4VIAOI - - - s ie - Plumber's Address (Street, City, State, Zip ode) IX. County/Department Use Only ❑ Disapproved Sanitary Permit Fee (Includes Groundwater Date Issued I u' g Agent Sign re (No stamps) Approved ❑ Owner Given Initial Adverse Surcharge Fee) Determination 72s Q .2� 2ZD( X. Conditions of Approval /4 easons for Disapproval: t4 l� I �•��t,� — a 6A:- q3 2 Oki ►s LIA-i q - i I - ct­ SBD -6398 .07/00 mill ■■■■ ■r mm ■ ■■■ _ �■m� �■ ■ , I , q ■rrr��■ r��r■ ■■■��_,.r. ■■ ■ ■ ■m ■�� , 1 ■ ■� , / ■rR■r■ ■■ ■r� ■■1 r■r IN ■ ��. ■� ■■■. , l ' p t0 Ki41f - i , ITAI I i � ; 3 , k i iDQ�iJE A4 - i ZZAA L40 S t 8o�. -- -_.i- - - - -- — I rte _�' } t00 6 A 1. t►'I [_ J,. NA ! ; - 1 -- IAJ P ot ?1D,E fto V74 , , �c it In • - r. ; v I ! s1OUTIf! no f � , —; '0 A , - - __ 5 66 yon : . 7 — j, e t -- t — — — — — — — } -- f i i II I + + 7 1 vil I t S 1 i i — -— — , j z . t S ` , t1 I fi 1 s I M T l i ! I , ( E 5 C i ! I t __ p l , _ —1 -- } r t _.— -- t!` 1 t ! p i {{ i i �1 a p ? i r I N t q 1 S —— i , 4- r i �i � 1!r4 Wi:oonsirr Department of Commerce SOIL AND SITE EVALUATION • Division of Safety and Buildings Page of Bureau of Integrated Services in accordance with Comm. 83.09, Wis. Adm. Code Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must County 1 include, but not limited to: vertical and horizontal reference point (BM) direction and T • percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. # APPLICANT INFORMATION - Please print all inforj l don.` Re iewed by Date Personal information you provide may be used for secondary purposes (Priva6yL4w, s. 15.04 (1) (m)). : zo Property Owner Property Location Govt. Lot 1/4 1 /4,S T3 N,R / E (or�V �J �t ar I Property Owner's Mailing Address Lot # Block# 'Subd. Name or CSM# 135 A J — Tr. `. (�o�lt Oaks City State Zip Code Phone Number ❑ City ❑ village [R Town Nearest Road d W I I S ( ) S 'r •e I New Construction Use: EffResidential / Number of bedrooms 3 — `� Addition to existing building ❑ Replacement ❑ Public or commercial - Describe: Code derived daily flow (QOo gpd Recommended design loading rate 7 bed, gpcle � trench, gpd/ft Absorption area required : f�S - 7 bed, ft 2 _2_ --,,- trench, ft Maximum design loading rate 7 bed, gpd/ft trench, gpd/ft Recommended infiltration surface elevation(s) y/ 7y ft (as referred to site plan benchmark) Al Additional design /site considerations s1 r q /-SO Gv w ��' w 1> ' i n '.5.6 �4 d AU A le Parent material , ( I Flood plain elevation, if applicable ft S = Suitable for system Conventional Mound In- Ground Pressure AT -Grade System in Fill Holding Tank U = Unsuitable for system PS El U WS El 'a S❑ U ip S El ❑ S U ❑ S U SOIL DESCRIPTION REPORT e G— Boris # Horizon Depth Dominant Color Mottles Structure GPD /ft Boring in. Munsell Qu. Sz. Cont. Color Texture Consistence Boundary Roots Gr. Sz. Sh. Bed , Trench W U-4 = I 3 -10 10 r 312- S�1 2 k r4 �S 4 5 ' • 5 Z io -(ot ►p ry .( -S� Ground 3 _q6 JC) yI�O L�5 l m m�r elev. yZ'� Depth to limiting fi ctor 0 in. Remarks: _ Boring # I a -l0 (� f3I2 k ;► Z Lg Z I'D 4 I -1 I S; I 2 cs — 5 . s 3 1 9 - 1 /9 1 y — L5 I rn s .�- Ground elgo 9 • fo Depth to limiting � fa or in. Remarks: CST Name (Please Print) Signature Telephone No. Ac kntm Sc..hom e Address Date CST Number 2-113 S� Sumer e w I 5�t� 2 5 �{ -I 5 -Ub Z 5 3 309 PROPERTY OWNER C 1 U SOIL DESCRIPTION REPORT Page .2 of 3 PARCEL I.D.# Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots 2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench 3 t o - t Vic 2 S I Zwtab s l vf• S .s it -z.y l0 r - 5 ( Z rrl c�b rn-Ci G_5 Ground 3 ZyA ID vc t ( rY1 V t-f CS r 1 • T elev. 9� -fg2tt• � Depth to limiting Y factor 'Ito in. Remarks: Boring # n .s 5 — K U y Z cab k m c 5 Zs-% ! vr `f L. 5 t m Sq e- •�- Ground elev. 9 sa ft. Depth to S2 • 8$ limiting factor 91- in. Remarks: Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench Boring # O-Ib in i^ C Y S ...... 5 Z io -ZI 10 vr qt l y Z mGb k (P •5" zl- 95 ID r 4j L5 I rn fr G 5 Ground elev. 93•lo Depth to limiting ; factor -95-in. Remarks: Boring # Ground elev. tt. Depth to limiting factor in. Remarks: SBD -8330 (R.9/98) PAGE_ - �S_OF NAME -S - 6 0 + LOT# LEGAL DESCRIPTION$ ' /<, W.,5 ITT 3 1,N,RI 8'E (or)Lr� ,-SCALE: F'= T (30 r -ABM 1 ELEVATION /CV • y BM 1 DESCRIPTION ✓ ,A ; '^ 41- phaye- I P BM 2 ELEVATION � 3 . 3 g / BM 2 DESCRIPTION 4 d-� SYSTEM ELEVATION 1 . 70 I ALTERNATE ELEVATION V pde r ?f, Lo L.� r • 0 I CONTOUR ELEVATION (r 7 z l ON Zl o r SIGNATURE DATE PAGt OF K I ,- PUMP CHAMBER CROSS SECT101J AuG SPECIF'ICATIOUS i VE NJT CAP f 4'C.I. VEMT PIPE i WEATHERPROOF APPROVED LOCKING _. 25' FROM ODOR, .UKICTIOM BOX MANNOLE COVER WIUDOW OR F'RC5H !2 "AIILI• AIR INTAKE GRADE I i 4" MIIJ. I CoIJDUIT IMLET PROW DE AIRTIGHT SEAL A 0 III I I �ALAKM a I I { ! ON � f *APPROVED JOINTS WITH I E.LEK -70 °1 FT. APPROVED PIPE 3' ONTO AuMP �. j OFF D SOLID SOIL COUC KETE BLOCK RISER EXIT PCKmi - TED 04JLti IF TANK MAL)UPACTLIRER HAS sur-H APPROVAL SEPTIC E ___ fnC-lFI'CAT1dNlS qj0 GAL ID4q DOSE TANKS MALIUFACTURER : © ` � f �� AIUMBER OF 'DOSES' PER DAS TANK SIZE: _ C7 ©� UALL0IJS DOSE VOLUME LARN°1 I"IANUFACTURER° TAN r� �L��/ INCLUDING BACKFLOW: �� bA,.Lous P%ODEL MUMBER: CAPACITIES: A = Lln IIJCHCS OR Y fo GALLOWS SWITCH TJP[: C�CU� B; _IMC14ES OR 4 / 3 . 7 GALLOISS PUMP MANUFACTURER: j G: 7 IULHES OR f - 4 9 3 GALLOU5 MODEL UUMBEX' ' 0- _! 1__ INCHES OR � ' `s 2GALLOA)5 5W11CH TYPE: NOTE: PUAP AMD ALARM ARE TO BL MINIMUM DISCHARGE KATE _..L� GPM INSTALLED ON sEPARArE CIRCUITS I VERTICAL DIFFERENCE BETWELU PUMP OFF AUD 018TRIBUTIOW PIPE..._ FEET + MINIMUM NETWORK SUPPLY PRESSUILTT,E//. . . . . .. . . . . 2.5 FEET + L-- FEET OF FORCE MAIN! X � 3 C)F /oo rLFKICTIORI FACTOR. 1 1 2 �60 FEET -- TOTAL. O IMAMIC HEAD = '� FEET INTEKOJAL. DIMEWSIOMS OF TAWK: LEM&TH ',WIDTH — ;LIQUID DEPTH I� W HEAD CAPACITY CURVE DYNAMIC HcAD %CAPACITY PER M1NUTc MODELS "14014140„ I EFFLUENT AND CgCWATEPIraG Ft. Meters Gcl. Lt, s. i T 14 — 45 � � 5 , .5z ! 91 San 315 I 1 r11 � Y (l 1• a._? X 76 � 238 P .` ✓z�� � 20 � -- i_ z uF1 ' 4146 s c 68 757 14 �- -- - - -s - -- 35 — 25 62 s0 223 D 3a +4 44 1d5 _ �_ — - 3p 75 1 0-6 7 7a I i \ ' 4 11 ; 12!9 21 25 5 13.?2 ., aa' __j 2 ---- 1 } 1 : v _ 1 SK1524A. 0 4 a I i 1 G t0 — S. GALLON" 1 2O 30 °0 50 so 1 7 0 Bo so_ +DJ LI ERS i $0 150 2 40 320 Q FLOW PER MINUTE 01o94a _- CONSULT FACTORY FOR SPECIAL APPLICATIONS • Electrical alternators, for duplex systems are available and supplied with �. an alarm. • Mechanical alternators, for duplex systems, are available with orwithout r alarms. • Control alarm systems are available for i phase pumps used in simplex system. See FM0732. SKI 5248 • Variable level control switches are available for controlling single phase systems. • Double piggyback variable level float switches are available for variable SELECTION GUIDE level long cycle Controls. 1. Single piggyback variable level float switch or double piggyback variable level • Sealed Qwik -Box available for outdoor installations. See FM 1420. float switch. Refer tc FM0477. • Over 130 °F. (54 °C.) special quotation required. 2 Mechanical alternator M - Pak 10 - 0072 or 10 - 0075. • Refer to FM0806 for 200' F. applications. 3. S ee FM ;712 for correct model of Electrical Alternator E -Pak, 4 Varable level control switch 10 -0225 used as a control activator, spec4 duplex (3) or (4) float system. S. Four (4) hole J -Pak, jurctior box, for watertight connection or wireo -in simplex 140 Series - 53 lbs. 4140 Series - 73 lbs. or 2 purnp oper,31on, 10 -0002. 14014140.•. MODELS _ _ ' ^ Contr Selection ^ Model Model Volts-Ph �i Mode A mps l Simplex I Duplex N140 N4140 11515 11 NarNa , 15.0 1 or 1 & 5 - - 2 or 3 & 4 CALMON E140 E4140 230 4 . Nor 7.5 1 ar ± & 5 z ar3&4 I All installation of controls, protection devices and uiriting should be done by e na '40 BN4140 115 1 i l 15 0 ' 1 or 1 &5 2o 3& a qualified licensed electrician. All electrical and safety codes should be B E740 BE4140 230 1 Non 1.5 1 or ± & 5 z or & 4 _ followed including the most recent National Electric Code (NEC) and the Douole sea" pumps are available with optlorel moisture sensors. Seal Fail indicator fight available in NEMA 1 of AEMA Y; Occupational Safety and Health Act (OSHA). cantroi panels RESERVE POWERED DESIGN For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. � MAIL r0: P.O. BOX 15347 .� ` Laursvwp KY 4Q256 "I 5M 1 K Cane 1 Road Lo ou is rsirlfa,KY (502) 77e- . 7 ( 600)928-PUMP FAX X ( 5 0Z) T, 74- 4 -3 3624 Page of MANAGEMENT PLAN This Private Onsite Wastewater Treatment System (POWTS) has been designed and is to be installed and maintained in according to Comm 83, Wis. Admin. Code, the in- Ground Soil Absorption Component Manual for Private Onsite Wastewater Treatment Systems (SBD- 10567 -P; June 11,1999), 1. This WTS has been designed to accommodate a maximum daily flow of gallons of domestic wastewater -per day. The quality of influent discharged into the POWTS treatment or disposal component shall be equal to or less than all of the following: a monthly average of 30 mg/L fats, oil and grease a monthly average of 220 mg(L BOD 5 a monthly average of 159 mg/L TSS. Wastewater shall not be discharged to the POWTS in quantities or qualities that exceed these limits or that result in exceeding the enforcement standards and preventative action limits specified in ch. NR 140 Tables 1 & 2 at a point of standards application, except as provided in Comm 83.03 (4)m Wis. Admin. Code. 2. The owner of this POWTS is responsible for system operation and maintenance. The following maintenance shall occur within three (3) years of the date of installation and at least once every three years thereafter: 1. The septic tank shall be pumped be a certified septage servicing operator, licensed under s2.81.48, Wis. Stats, unless inspection by a licensed master plumber or other person authorized to make such inspection, finds less than (1/3) of the tank volume occupied be sludge and scum. More frequent pumping may be necessary to prevent solids from exceeding one - third (1/3) if the volume of the tank.. Wastes shall be disposed of by the pumper in accordance with ch. NR 113 Wis. Admin. Code. At each pumping the pumper must visually inspect the condition of the tank, baffles, rizers, and manhole cover and verify that any tequired locks are present. 2. The soil absorption component(s) shall be visually inspected by a licensed master plumber, certified septage servicing operator or POWTS inspector. Inspection shall check for evidence of discharge of sewage to the ground surface and for ponding of effluent in the distribution cell. 3. Th ank filter s hall be inspected and cleaned to remove any accumulat solids according to manufacturer's specifications. The filter cartridge shall not be I� removed unless provisions are made to retain solids in the tank. Cleaning of the filter at more frequent intervals may be necessary. 4. Any pump, alarm or related electrical connections shall be visually checked for defects and tested to confirm that they are operating properly. 5. Reports for all system maintenance shall be submitted to St. Croix County Zoning in accordance with Comm 83.55, Wis. Admin. Code. 3. Defects or malfunctions identified during maintenance described in item #2 above shall be repaired in conformance with Comm 83, Wis. Admin. Code. 4. Anytime a failure or malfimction occurs, it shall be reported to the owner of this POWTS. Repair or connection of such failure or malfunction shall comply with Comm 83, Wis. Admin. Code. 5. No one should enter a septic or other treatment tank for any reason without being in full compliance with OSHA standards for entering a confined space. The atmosphere within these tanks may contain lethal gases and rescue of a person from the interior of the tank may be difficult or impossible. 6. No product for chemical or physical restoration or chemical or physical procedures for POWTS may be used unless approved by the Department of Commerce in accordance with Comm 84, Wis. Admin. Code. fails and cannot be 7. In the event that this POWTS or a component of this POWTS f a repaired, the following contingency plan is proposed: The failing component shall be replaced- This may require a new soil evaluation to determine where a new soil absorption c component can be. 8. If this POWTS is replaced, or its use is discontinued, it shall be abandoned in accordance with Comm 83.33, Wis. Admin.. Code. 9. Name and number of local health agency: St. Croi County ZQning - 715- 386 -4680 10. Name of service contractor in case of failure or malfunction Schmitt & Sons Excavating 715 -549 -6651 l ST CROIX COUNTY SEPTIC "TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM OwnerBuyer Xv\k, 1 C, Mailing Address � 2)'m0t y o ; i Property Address a 103 S) m 'Q r 6 t (Verification required from Planning Department for new construction) City /State 1m�Y�, _ Parcel Identification Number Q� z�$ - 1 aO I ' (Pd - LE GAL DESCRIPTION Property Location !/^ sU� ' /�, Sec. , T N R j W Town of STAK &rPIRI ,1 Sub— Certified Survey Nlap # Volume , Page # I Warranty Deed # 6 M36 a Volume /rZ Page tt Spec house J R yes ❑ no Lot lines identifiable a 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 syster 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 wastewaterdisposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 113 full of sludge. Uwe, the undersigned Crave 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 bc completed and returned to the St. Croix County Zonng Office within 30 days of th ree year expiration date. (Q /N/a/ SIG ATURE kF 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 pr rty descri ed above, by virtue of a warranty deed recorded in Register of Deeds Office. A - a Cf //4 /n SINATURL OF APPLICANT DATE * * * * ** Any information that is mis- represented may result in the sanitary permit being revoked by the Zoning Department. Include with this application: a stamped warranty decd from the Register of Deeds office a copy of the certified survey map if reference is made in the warranty deed 05/13/2001 20:26 17152473622 REMAX TEAM 1 REALTY PAGE 01 FYI Ut3Z FAX Tit M 081, REQ18TER OF DEEDS won 1 0t iSGOPA4E 3 -16 STNrl BAN OF WISCONSIN FORM 2 - 19V6 WARRANTY DIV 6% CROIX CC., 31 )=No Fm 1=0 V 46 18 -?QQS dt r3 aICHAR NA STOW and S'PO'UT. htt�b mind and wlte WeRphly DEEP in 1Q 11j rtae* E 11 PfEI (rarjor, for; v;14@i CW Fidflri conviii warrants i aem*m Counts Site d VAscaum, i i (% I Plat of Rolling Oaks , TOVU Ct Star f tx -- $N10) U ..... ... 000 (isl (is ni If it to easomeritLo, Yeerrictiona righte-ii and zovenants of record. is :SEAL vichard 0. Stout -Tanot Stout AUTHF.NTICATION Stoic qt wi.o.nai -Oo"i f i day M pe-sdi i rtfolv I'M that 15th tay of aunEL_ __ 2 001 , the azi mmbd Tmmi U$m2RR STATE VIE OF W1= Qi net. me known to be the pi 9 = ,a.ttd toe iorti- =Iment TAIS IN&TRi "A* ORAFTOP V, Janet P- Stout NQUr, htwc' $tow ; Wtii H-ai W1 54016'--- *3 gj - pcirm.iLiti nor, swQ ti �2m (% ma be milher"Itated cr mki 31TAIrli M-10=50 vwmr i w i VM , 2 1 1119111 L r- - 1 .... -._. - - - ^_ - " - , 9,.43•. 1 1 BB. - GOB S\ if1 .8J' V.•- - �- �7'L.:0.3G 382.9 ^' I 1 ♦ 41 1 208.11' ' ' `11191.ARY -114 E TLAND 4 WETLAND \/ n ` WATER LME H - iT.L� 2.08 /'ACRES \ 1 Z O 91.086.60 FT S N M{ 4*;fQ'N.1EP .�- WETLAND 1 1.708 ACRES 74,281 90 FT 2.786 ACRES 0� p0 1 121,373 60 FT ® \ p 2 V � HB'.Lo887.6 �� � 5999999•w.. i� � i � 11e.oe• d ro 12 -- — — — P �"� ry q �� c 027980 EFT @': / ROA® m >\ \ �f+\, rye 4f . 89-3 96 E P 1.a80ACRE8 ry 81,00t 80 FT i w � . A s� � Np a °ee °;� �K 1937 ACRES �P 1 0 ,,0• 84,37 SO PT 2 I PA j �. 10 m 1.809 ACRES Aoa -o 78,786 80 FT / of SO r! -- .._•' E X37 %.Lm E 388.62' 1 2.18• 17 9 18 ° 2.247 ACRES �4i I m 1.009 ACRES 2.417 ACRES 97,887 BO FT m 118,694 SO FT tOe,zBB 80 FT N D 11 �0 m M N 8933'18' W 639.3T 2 11 ACRES - 1 �6 8o IT 1 2j3.06' 8 78.52'12. t6 443.60 100.]T N 9 01.0' 93.9 288.04' 17• H. 94 9.B m 7 mm pp •^ 1.525 ACRES V V O 66.432 SO FT 3 w 19 p ® ry as \ tG' _'012.27' \� p, ? "Y 2 1.276 aORE9 w 0 y 21 f11I.L 3� � '1� 66,679 80 FTm 1.479 ACRES � 1.988 ACRES 8PP.0 0 g 1 y 64,412 80 FT ® 06.309 80 FT O dY 1 '.611 ACRESI I O p 61 6.926 80 FT M z n1 �1.t,0.9 neRes � A Gi.117 80 M Q8 988.6 _..._.... _..___...._. N 8993 W 643.78' ry w9•zv1w• w 7rw7R• DEDICATED TO THE PUBLIC - BFNOMMARK 4 N 89'33' 1 TOP OF JIM PIPE J 21 OTH AVENU U.8.0.8. DATUM OF 1929 j f N m 0 f 218th e ad. W 16 i5 214th Av 14 Av 13 18 d fi 214th ® e y I' 210th Av 210th Av 210th Av n IAA L 207th A • P ^ n 9th 51h Av 20 21 A i. '��a sl ry00 tq � 9'd /e Z 200th Av / rn 188th Av Dr y 28 27 26 25 3 % L " e 192nd Av 192nd sm J 1911 Av 1 2 'p 05 190th Av 1 t N Av n,� n ! pp y 3 34 35 32 j� 1641h Av C &NW M >e 84 100 500 s ♦�. P "o♦ 50 00 Su Paee 99 \ - -- - �sI rV.', RF,�/�/ W team 1 realty �►"`� P.O. Box 68.103 Main St., Somerset, WI 54025 Direct: (715) 247 -4449 Office: (715) 247 -5900 Fax (715) 247 -3622 Welcome to: Rollin g Oaks .. . New Sub - development north of Somerset, just 1 mile off Hwy 35. Mostly rolling wooded lots, 1.4 to 2.6 acres. Covenants and survey are available. Any questions please contact Mike, Jo or Stacy. *Lot 1 2119 80 St. 2.6 Acres $43,900 c *Lot 2 2117 80 St. 2.1 Acres $42,900 Sold *Lot 15 2126 81 St. 2.1 Acres $43,900 Sold *Lot 4 2109 80 St. 1.6 Acres $41,900 c *Lot 16 2125 81 St. 2.0 Acres $43,900 m *Lot 5 2107 80 St. 2.0 Acres $39,900 Sold *Lot 17 2117 81 St. 2.3 Acres $43,900 m *Lot 6 2103 80 St. 1.4 Acres $37,900 c *Lot 18 2105 81 St. 2.3 Acres $43,900 m *Lot 7 808 210 Ave 1.52 Acres $38,900 m *Lot 19 2103 81 St. 1.4 Acres $43,900 c *Lot 8 810 210 Ave 1.51 Acres $38,900 m *Lot 20 820 210 St. 1.4 Acres $39,900 Sold *Lot 9 2104 81 St. 1.51 Acres $38,900 Sold *Lot 21 822210 th Ave 1.9 Acres $169,900 Spec * Represents wooded lots c Represents conventional m Represents Mound Directions: Hwy 35 N., East (right) on 210th Ave., Schools: Somerset Left on 80th St., Property on the corner. Legal: Lot 1 -21 Rolling Oaks / Star Prairie Township Taxes: To Be Determined Q Information deemed reliable but not guaranteed Lr Mike Germain Jo Hinz Stacy Swanson Carol Germain Broker -Owner Licensed Assistant Licensed Assistant Team Coordinator mgermain @realtor.com n johinz @pressenter.com stacyswanson @pressenter.com Equal Housing www .mikegermain.com ®M� Lender P L / 1 HEAD /CAPACITY CURVE HEAD CAPACITY CURVE w EFFLUENT MODELS i4 140 MODEL 42 qg 53,55, 98 137139 140, 161, 163, 165, 185, 186, 188, TRS. GAL. 18 LTRS. GAL. LTRS. 9, 191 42 57 59 4140 4161 4163 4165 4185 4186 4188 4189 135 FT. M. GAL. LTRS. GAL. LTRS. GAL. LTRS. GAL. LTRS. GAL. LTRS. GAL. LTRS. GAL. LTRS. GAL. LTRS. GAL. LTRS GAL. LTRS. GAL LTRS. GAL. L 5 1.52 15 57 32 121 43 163 72 273 93 352 91 344 100 379 61 231 61 231 58 220 145 549 145 549 45 170 40 130 10 3.05 11 42 25 94 34 129 61 231 79 299 84 }18 93 352 61 229 61 231 58 220 140 530 140 530 45 170 15 4.57 6 23 15 57 19 72 45 170 64 242 76 288 85 }22 60 227 61 231 58 220 134 507 7 }5 511 45 170 11 38 125 20 6.10 25 95 36 136 68 257 79 299 59 223 60 227 58 220 128 484 131 496 45 170 120 25 7.62 8 30 59 223 70 265 57 216 59 223 58 220 122 462 125 473 45 170 36 191 30 9.14 49 185 62 235 55 206 5g 220 85 322 58 220 116 439 120 454 45 170 115 40 12.19 21 79 45 170 46 172 55 206 70 265 58 220 101 394 109 413 45 170 34 50 15.24 20 76 33 125 50 189 51 193 58 220 90 341 97 367 45 170 110 60 18.29 15 57 39 148 32 121 58 220 71 269 85 322 45 170 ;2 05 70 21.34 23 87 9 34 52 197 51 193 69 261 45 170 80 24.38 10 38 45 170 28 106 51 193 45 170 1 00 90 27.43 31 117 2 8 34 129 45 170 30 100 30.48 16 60 17 64 40 151 95 110 32.00 4 15 30 114 28 120 36.58 20 76 90 130 39.62 0 38 186. 26 85 4186 LOCK VALVE: 19' 19' 19.25' 23' 26' 46' S6' 66' 86.5' 73' 114' 91' 110' 137' NJ 24— 165, 75 416 22 = 70 A CAUTION Model 185/4185 should not be subjected to V 20 3, less than 30 feet TDH. 19 60 16 4163 189. NOTE: For Head Capacity on Model 112, Industrial s5 4189 column - explosion proof pump, see FMO219. 16 50 009922a 14 45 12- 40 88, 40. }5 414° 41 10 30 185. 8 25 4185 � •� � 20 61, 2 5 qg 4161 9 5 98 .5 U.S. EONS 10 20 30 40 50 0 70 80 90 100 110 120 130 1 150 160 LITE g0 160 240 }20 400`80 560 640 0 FLOW PER MINUTE A., N w LL HEAD CAPACITY CURVE SEWAGE MODELS 24- MODEL 264 266 267 268 270 282 284 292 293 29 295 75 4270 428"2 x284 4292 4293 4294 4295 R. METERS GAL. LtftS, GAL. LTRS. GAL. L1RS. GAL. LTRS, Ill, LTRS. GAL. LTRS, CAL. LTRS. CAI. LTRS. GAL. LTRS. CAL, LTRS. CAL. LTRS. 22 5 1.5 90 341 128 4B4 12B 484 128 484 ; }2 500 1}0 492 18(I 681 140 5311 -- -- 196 T42 21l 810 70 10 3.0 60 227 89 337 89 337 89 337 101 382 95 360 158 598 124 469 -- -- 181 685 199 753 20 15 4.6 22.5 85 50 1 189 50 189 50 189 77 291 63 238 135 511 108 409 118 447 165 625 184 696 6$ 20 6.1 10 38 10 38 10 38 56 212 33 :25 106 401 91 344 108 409 150 568 168 636 25 7.6 29 110 5 19 76 288 75 284 96 363 136 515 154 583 18— 60 30 9.1 ! 43 163 56 212 82 310 121 458 140 530 40 12.2 10 JB 48 182 94 356 115 435 55 50 15.2 58 220 89 337 16 60 183 13 49 59 223 50 70 21.3 2J e7 IOCK VALVE: t8' 2t.5 21.5' 21.5' 29' 26' 35' 42' S0' 62' 75' = 14 45 U 6 12 -40 - Z O 35 a 0 0 30 o CAUTION Model 293/4293 8 294293 should not be subjected to less than 25 15 feet TDH. 2 82,, 270, 6 - 20- 4270 0099044 15 4 10- 266. 2 5 264 292, 284, 294, 295, 4292 4284 4294 295 0 U.S. GALLONS 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 LITERS 0 g0 160 240 320 400 4g0 560 640 720 800 880 FLOW PER MINUTE © Copyright 1999 Zoeller Co. All rights reserved. 5