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HomeMy WebLinkAbout018-2009-56-000Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM Safety and Building Division INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. 'ermit Holder's Name: City Village X Township Zimmerman, Dallas Hammond Townshi SST BM Elev: Insp. BM Elev: BM Description: o~ am ~ G5_ TANK INFORMATION TYPE MANUFACTURER CAPACITY Septic 7 ~ /~~S Dosing 9 0 t"~ ev`~c~L_/ ~ ~~ Holding TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Septic ~~ ~ //t ~~/ ~~ 1 Dosing 5 ~ , ~l~ ~Z' ~-~., Aeration Holding __ PUMP/SIPHON INFORMATION ~ I Manufacturer I Demand Z2S ~~ `~'/~• GPM Model Number f ~ ~' , (~(~ TDH Lift ~ Friction Loss Z,3Z System H ad (Q,5 TDH Ft Z6•Z-i Forcemain Leng~ ~ r Dia. J~ Dist. to well D Z SOIL ABSORPTION SYSTEM c°unty: St. Croix Sanitary Permit No'. 463226 0 State Plan ID No: Parcel Tax No: o - a - -~ Section/Town/Range/Map No: 04.29.17. ELEVATION DATA STATION BS HI FS ELEV. Benchmark Z.7~ -6Z.~~ laC~ Alt. B Bldg. Sewer J3 `~ g~ ~ 3~7 St/Ht Inlet I~ Z.. ~ ~5 St/Ht Outlet \ Dt Inlet ,~ \ Dt Bottom I.7 ~ X03 SS . ~ ~,( HeaderlMan. ~' Z~ 9~ ~ C 3 Dist. Pipe ~ Z~ 96 . S / ~nt~v~;~ ~~ ~~~~ ~j.Z 9?S .' ~ade ~ ~ `c~2 J e~C ~L/ 7 J St Cover r u ~ .7~ ~(o;; p~ Co ~n.~-- ~ 7,~7 ~j ~o BED/TRENCH Width ~ Length No. Of Trench PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS ~~ ~ ~ G J Q k7 ~ 1 ~ SETBACK SYSTEM TO P/L B LDG WELL LAKE/STREAM LEACHING Manufacturer: CHAMBER OR ~. INFORMATION Type Of System: ,~ r /~ UNIT Model Number. DISTRIBUTION SYSTEM /V.~~J,. Header/Manifold ~t it t ,L ~ Distribution ~ /f ~ pipe(s) C ~~ ~~~~ 3 ~ ~ /Z x Hole Size I ~ ,r x Hole Spacing I l z~ Vent to Ai' r Intake ,ld,'a''-` i Dia Length Spacing • Dia Length Sl'111 R(~VFR „ o.o«~~.o e.,~~e.,,~ nni,~ ,.,, Mnnnrl nr At_(~rarle Systems Only _ Depth Over Bed/Trench Center ! Depth Over - Bed/Trench Edges xx Depth of Topsoil ~ xx Seeded/Sodded xx Mulched N \ es No o ~s COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: ~D / ~ / ~ ~ Inspection #2: / /. Location: 1136 178th Strg~t Hammond, WI 54015 (NE 1/4 SE 1/4 4 T29N R17W) Hillside Hei hts Lot 56 / ~e ~ Parcel No: 04.29.17. 1.) Alt BM Description = "'~'~'~ nh e~ 2.) Bldg sewer length = 1 Z -amount of cover = '3~ ~L 7 ~~ ~~~~ 3b ~~Z !i 5.~ d~ _. _ _I_ Plan revision Required? I ?Yes No ~~ ~ ~~~ Use other side for additional information. ~__ _"' l o~ ~ / I ~ ~~ ~ ~ -- ~ --- Date Cert. No. SBD-6710 (R.3/97) Safety and Buildings Division Washington Ave., P.O. Box 7162 201 W County ST. CROIX ~ ~ . ~ Madison, WI 53707 - 7162 Sanitary Permit Number (to be filled In by Co.) rseons 51 / ~( 3 ( (~$) 266-31 - a 22- A De artment of Commerce State Plan 1.D. Number O Sanitary Permit Application d ersonal information you p i C d d Wi TRANS . ID # 1086618 o e, p m. s. A In accord with Comm 83.21, be used for secondary purposes Privacy Law, s15.04(1)(m) O ma 'ect Address (if different than mailing addrerit) y ~ n -Please Print All Irtforntation ti f I ~ ~ ~~ 3 f ~g ~~ o orma n I. Applicadoa V . ~ Property Owner's Na me Parcel X Lot K Block ~ DALLAS ZIivuIERP1AN _Q 1 2004 56 Property Owner's M ailing Address Y 000N Property oc:rtion E 304 WILDWUOD CIRCLE ST.CROIX NE u, SE ~k,section 4 City, State RUf3ERTS, tiv'I Zip Codc 54023 715/749-3351 (circle)' /O,l~ "I' 29 N; R 17 E or W ~f ~` II. Type of BtuldinE (check all that apply) oo ~ S Subdivision Name ~-" 1 or 2 Family Dwelling -Number of Bedrooms 5 HILLSIDE HEIGHTS ^ ivbliGCommercial -Describe Use ^City ^Village ~]'['ownship of HAIvIIiIUND ^ State Owned -Describe Use III, Type of Permit: (Check only one box on line A. Complete ptte B if applicable) ~ ~D A' ~ New System ~ ^ Replacement System ^ Treatmenl/Holding Tank Replacement Only ^ Other Modification to Existir-g System B. ^ Permit Renewal ^ Permit Revision ge of ^ Chan ^ Permit Transfer to New List Previous Permit Number toil Date Issued Before Expiration Plumber Owner IV. T of POWTS S stem: (Check all that a I ) ^ Non -Prusurizrd In-Ground ®Mound > 24 in. of suitable soil ^ Moului < 24 in. of suitable soil ^ At-Grade ^ Single Pass Satd Filter ^ Constructed Weiland ^ Pressurized In-Ground ^ Holding Talilt ^ Peat Filter ^ Aerobic T rcaunent Unit ^ Recirculatng Sand Filter ^ Recirculating Synthetic Media Filter ^ Leaching Cha ber ^ Urip Linc Grav I-less Pipc ` ^ Outer (ex lain) S . D . o. o.o - V. Dis ersal/Treatment Area Infornlatiuu: D JC ~S Design Flow (gpd) Design Soil Applicrtion Ratc(gpdsf) Dispcrsul i\rCa Rcyuirctl (sQ Dispersal Arcs Proposed (sQ System Elevation 750 750 750 l.o 95.84 _ VI. Tank Info Capacity in Torn Number Manufactnrcr Prefab Site Steel Fibet plastic Concretr Constructed Glass ~ Gallons Gailoru of Uniu ~ f ~¢Q f~--iii j~ u_~ New Existing d• ll~-s . j Taiil:s TaiJ:s Septic or HoWine Tank 1585 1585 1 WIESER CUNCRETE X A¢robic Treatment Unit Dosing Chamber y5U 950 1 WIESER CUNCRETE X ~ VII. Responsibility Statement- 1, the urtdersigned, asstune respotlsibility for hlstallatlon of the POWTS shown ou the attached lan4. Plumber's Na me (Print) Plu is Si gnature MP/MPRS Number Busir-ess Phone Number ;;ENNIE I-iELGESON 220292 715/772-3278 Pltunber's Addre ss (Street, City, State, Zip Code) 6~J1229 77UT'H AVENUE, SPRING VALLEY, WI 54767 ~ VIII. Count /De artment Use Onl Sanitary Permit Fee (includrs Groundwater Da ' te Issued Issui Agent S' lure (No Stamps) Approved ^ D roved Surcharge Fee) 2rn - ^ ven Reaso Denial J~v ~ IX. Conditions Approv 1 3~ ~ ~1~ t ds ..s~.~ ~~ SYSTEM OWNER: ~ ~ n 1 Septic tank, effluent filter and ~-~ ~ ~~ -~ ~` `~-~ dispersal cell must all be serviced /maintained as per management plan provided by plumber. 2. All setback requirements must be maintained as per applicable code/ordinances. AltaCh COmpl¢l¢ plans (t0 W¢ (:ODUty Only) IOr toe Sysl¢ru 0U pap¢r not ~eaa tu:ui out w as ,a,ww W +..~ h'lo-f~ Pfn~. . ~ ©-~ ~ 6 ~~Jl~_ N~.~~A~-~ ~~~tt el`,~ ~JCi~ ~ L C~- S ~. i ~n w~ c r }-y~~~ .~~ ~~ ~~~ ~,~„~.~ ? . 9s °- C~7 ~P'~ .~ . ~ ~~ Q~ o~-~r-~- p~p.e '~1~ trs8s~ 9.~'o C~1, 5~ ~~-~ c / Db~se ~raK~ %z~.b~t A- In~~ Sc4.~e Li'= ~(0' ~x c~cp ~- ~ s S ~~ commerce.wi.gov ^ ^ isconsin Department of Commerce Safety and Buildings 4003 N KINNEY COULEE RD LA CROSSE WI 54601-1831 TDD #: (608) 264-8777 www. co m m e rce . wi. g ov/s b/ www.wisconsin.gov Jim Doyle, Governor Cory L. Nettles, Secretary November 23, 2004 CUST ID No.220292 BENNIE W HELGESON HELGESON EXCAVATING W1229 770TH AVE SPRING VALLEY WI 54767 ATTN: POWTS Inspector ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 11/23/2006 Identification Numbers Transaction ID No. 1086618 SITE: Site ID No. 692807 Dallas Zimmerman Please refer to both identification numbers, County Hwy T above, in all comes ondence with the a enc . Town of Hammond St Croix County NE1/4, SE1/4, S4, T29N, R17W Lot: 56, Subdivision: Hillside Heights FOR: Description: Proposed Five Bedroom Mound System Object Type: POWTS Component Manual Regulated Object ID No.: 994468 Maintenance required; 750 GPD Flow rate; 26 in Soil minimum depth to limiting factor from original grade System(s): Mound Component Manual, SBD-10572-P (R.6/99), Pressure Distribution Component Manual, SBD-10573-P (R.6/99); Biofilter The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06, stats. The following conditions shall be met during construction or installation and prior to occupancy or use: • This system is to be constructed and located in accordance with the enclosed approved plans and with publication SBD-10572-P(R.6/99) "Mound Component Manual for Private Onsite Wastewater Systems". • The pressure network is to be constructed in accordance with publications SBD-10573-P(R.6/99) "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems" and/or the sizing methods of publication "SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST-SAS (01/81)". • A sanitary permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.135 and 145.19, Wis. Stats. • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats. • The area within 15 feet horizontally below the system shall remain undisturbed. Vehicular traffic or soil compaction in this area is prohibited. • A state approved effluent filter is required. Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the filter is required. Access to the filter for cleaning must be provided per Comm 84 product approval conditions. P.Q~.1a"V.fi Canditio ally PP14®V~l BENNIE W HELGESON Page 2 11/23/2004 Comm 83 22(7) - A copy of the approved Mans specifications and this letter shall be on-site during construction and open to infection by authorized representatives of the Department which may include local injectors. Owner Responsibilities: • The current owner, and each subsequent owner, shall receive a copy of this letter including instructions relating to proper use and maintenance of the system. Owners shall receive a copy of the appropriate operation and maintenance manual and/or owner's manual for the POWTS described in this approval. Comm 83.52(1)(a) -The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. Comm 83.54(1). • Comm 83.52(2) - A POWTS that is not maintained in accordance with the approved management plan or as required under s. Comm 83.54(4) shall be considered a human health hazard. In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. In granting this. approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Gerard M. Swim POWTS Plan Reviewer -Integrated Services (608)-789-7892, Mon. -Fri. 7:30 am to 4:15 pm jswim@commerce.state.wi.us Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 WiSMART code: 7633 cc: Leroy G Jansky, Wastewater Specialist, (715) 726-2544 INDEX SHEET PROPERTY OWNER: DALLAS ZIIvIIv1ERMAN 304 WILDWOOD CIRCLE ROBERTS, WI 54023 PROJECT NAME: DALLAS ZIMMERMAN PROJECT LOCATION: NE 1/4, SE 1/4, S 4, T 29 N, R 17 W LOT 56 HILLSIDE HEIGHTS MUNICIPALITY: TOWN OF HAMMOND COUNTY: ST CROIX DESIGN: PRESSURE DISTRIBUTION MANUAL SBD-10573-P(R/99) MOUND COMPONENT MANUAL SBD-10572-P (R 6/99) CONTENTS: Page 1 Page 2 Page 3 RECEIVES Page 4: N0~ 2 2 Zook Page 5: SAFETY & BLDGS p~V4 age 6: Page 7: Page 8: Plot Plan Cross Section and Plan View of Mound Distribution Pipe Layout Septic Tank & Pump Chamber Cross Section and Specifications WLP 1585/950 Tank Specifications Pump Specifications POWTS Owner's Manual & Management Plan - Pg. 1 POWTS Owner's Manual & Management Plan - Pg. 2 Name: Bennie Helgeson Signed Address: W 1229 770th Avenue Spring Valley, WI 54767 Credential Number: 220292 Date; November 19, 2004 urt'ARTMENT OF COMMERCE DIV151UN flf AFE7Y ND BUILDINGS SEE CORE ONDENCE - Pl~f Pfau, .[1111_ ~1C~~ ~~I~~~'c G.~L ~!~ ~JC3 (l (,c- .S ~ i nn ~.vt c r' i'Y~G~ ~ ~ l_ )-~-~---~- f Te ~ a~f ~~, Gt,'~ ~,P~ ~ ~'.--~ ~~ ~~ ~~ 9~ o/ ~ ~ ~ ___.. __ ~~ 17131 ___ ~,~. L J/,..: 7 ~J~° s -~ 0 i~ ~.~ . 1 ~~ Top %~c~- P~ p~ ,15$s/9•s o CSI, S.~ ~~-~ c ~ Dese TdK~ iz~b=( A- ~c~~ 1~ ~c~~e l`'= y0' ~k cep ~- ~{ s .S ~ocu --~ _~,~ ~ , . Synthetic Covering ,g57'M C 3.3 Medium Sand Topsoil _ J I -~ 3 '7 % Slope C ~: ~.i. O f 2~- 2 2 Aggregate Page ~, Of Distribution Pipe _ G F /v D ~ ~ . tour ~kv, 9S: o Force Main From Pump Cross Section Of A Mound Signed: License Number: Date: r--- D r~Y Ft. E ~. S ' Ft . F ~ Ft. G S Ft. H / v Ft. Plowed Loyer Observation Pipe ~ ~ - - B --~____-- ___ - ` - - ! - ~-~----- K - _ -.- - -j- - _ ~ ~-_ --- -----------------_-- ='= _ -- - - - -- rc A '•---' ____ - ------------------------------ ~,e-__--~'~ ------_'-~ W !----------- Distribution E~t_~ Of 2N- 2'2, Pipe A99re9ate I _ Observation Pipe - /~l07 S A I O Ft. g ~_ Ft. K ~ Ft. t_ 93:~ Ft. d ~ Ft. T /d. 9 Ft . w ~~.3 Ft . Plan View Of Mound C )eP~~~` r ~.~(CS~ ~ (~, ,~E`ccv~0~-~ ~' ~ f•~ np. Signed: License Number: " Dace: Perlo~.~i~ !'I~~._U~~oll / `J .~ Ena vl..+ i~.,i,.,ui~o /~ I~ Ian 3°~~ Holes Located on Bottom are Equally Spaced Fir ~^ F ~ ' I L ~ ,l ~, t ~ t-ir, it N ~ x I -ti~ a~ l rl .t ~, i QI Discri~uti____o!? ~'il~e Lay°UC p 7~< ~°'... . . R ~. S ~ S x ~! y ~~ 1 ~i Y any Hole biameter,~ Ynch ` •• ~ ~~ Lateral " ~~ Inch (es) ~~ Manifold ~ Inches torte MAin " ~ Inches 1,t,~~E~~ ~"~~e~. 9~.3 ~ ~o~ ~a ~e S Pei- ,Lafera"/ ~~ ~ ~ ~o la-~ T'7©~E'S _~ (~ ~(` • ~aL l l a ma ~.. ~ vr~ w, e r m ~ r Page,~,O f S • SEPTIC TANK E PUMP CHAMBER CROSS SECTION AND SPECIFICATIONS v" RUC-VENT PIPE 12" MIN. ABOVE GRADE E NEATHERPROOF > 25' FROH DOOR, WINDOW OR JUNCTION 80X APPROVED FRESH AIR INTAKE WITH CONDUIT. MANHOLE COVER ., c~ ~ ~~~: W/ PADLOCK ~ . r~ WARNING LABEL ~`~~-') - ~.~4" MIN. ty" 18" IN. s•~• u - ~•~1 M11~1. . 18 INLET ~~ ' WATER TIGHT SEALS I GAS- ; '~ TIGHT 1 ~ ~IAPpR0YE0 FILTER - A SEAL I APPROVED 7A$EI- -~- ~ ~ ALM PIPE APPROYEO ~ I e1 wx ~ 1 i ~ 6 B ~ 1 ~ ON 3 ~ ~~~ rTO soLlo o- ~ ~ ~ ~ ~ SOIiD SOIL SOIL PUMP OFF ELEV . ~.~~b FT. -~- OFF D 3" APPROVED BEDDING-UNDER TANK CONCRETE PAD SPECIFICATIONS SEPTIC / DOSE UFACTURER ~ ' MA e?C~"cs X ~ `"'~ (~~'~~ ~~~ : j.e5 c~ N TANK • TANK SIZES: SEPTIC /Sg$- GAL. DOSE VOLUME INCLUDING GAL ~~ ~ L~ DOSE 9<5~C _GAL. . . /I,~(I Ca(. --~FLOWBACK: ~ ALARM MANUFACTURER: S_.S• ~lec~',-o / CAPACITIES: A = ~ INCHES = G~Q~ GAL• MODEL NUMBER: L /_ SWITCH TYPE: -cc.,~ oc~r B = 2 INCHES = GAL. PUMP MANUFACTURER : ~~,:.P SIP ~ C = (o INCHES = /~S"D _GAL. MODEL NUMBER: L / S~ GAL. D = b INCHES = - SWITCH TYPE: -e c~-~,r JpuT _ REQUIRED DISCHARGE RATE .~ GPM PUMP E ALARM WIRING AS PER ILHR 16.23 WAC VERTICAL DIFFERENCE BETWEEN PUMP OFF AND DISTRIBUTION PIPE ~.S FEET + MINIMUM NETWORK SUPPLY PRESSURE ~s:~w FEET . FTI100 + ~(~ FEET FORCEMAIN X ~ FT. FRICTION FACTOR 4,y -FEET _ TOTAL DYNAMIC HEAD = c FEET INTERNAL DIMENSIONS ~OF PUMP TANK: LENGTH WIDTH DIAMETER LIQUID 6EP't`A- 3 u c~S~'`c;_.~. ,~Er~•GV~ PrP~S.-~ S~~ 74~.,~ ~e~. S~~ee.~- SIGNED: LICENSE NUMBER: DATE: 1/88 ,`~ ~ J .~ • OS6 S9SldlM~3l1~ gSt8-SZ~-008 I~~~ J00' A2ltlflNtlf ~31tl4 1M '~Vl !10 ONO! /~ '3JV12JOd/N4 'N~Otl N3t1~' 1M5~J.8 NMtl2ld 313N~1lD~ ~~S~~m 31tl4 'ON n3?J .1=.,4/t ~3ltl~S J_ '^ O N Z ~ Ua O W J ~ a. ~ N d ~ a ~ ~ li O 1- ..i Q ~ ~ ,^ YI ~ Z `V 0 mm O Ooo O aJU `t ~Q aca N z ~ Os 00 00 m r' ~ww C~ ~ a W Z ~ O _ U t0 O ? J \c0na0~''iO a ~_ QON ~p O Q 00 ~ /~ _~ i \ M ~ ~t M ^ Q, N wN m W W N _~ N ~ ~ CJ 6. F-- N / ^ Y ~~ I.L. N I'MMh-JZ~W Q ~ w ~ ~ o a U W :i`M~~zW~~~~ M~ ~uz~ ~ cZj ~ ~ a ~ •- NMO~Or-=~ ..3o~~oa ~ Oow a w w m U w ~ cn Z ~_ c =~ Z~ wO~O ~¢ O ZOO U O N O ~. 1 ~ l a4J O s 33a~ ~ = J s m J 3 Q3~. U Z U Q m U z H ~ ~ _ D Y ~ J J ~ Q Z O ? Z ~ ~ ~- `~ ~~ e~ ~' '•V ,~ „~lOl 3" w~ 5~ a ~' a O J ~ v t t ~OOZ 'N`df '~3Li ~dnNVw ~ild3s oss/sss ~d~nn W F- W 4' U Z O U CY W N W_ ~-- U 1Q- z O U W N_ O O U W N m Y Z ZQ Q U r- O~ W Y N_ Z ~ ~ O N U ~~~£S 3 JJ wl= 5~ W w ~_ a ~ ~ \~ 0 O \ N H Z W W Q' Q W !Y n N N I U N Q W W U X w O H W w O W K F- U Q W 7 Z Q W Q N Y Z Q r ._, tk~/1C';t'" `/cA ~Ic~S ( Ivl,lrnr~rma vt 1< 1C x V_ Z r 0 0 0 U.S. C LITERS w ~ LL °HEAD CAPACITY CURVE MODELS "140!4140" TOTAL DY PE ICM HEAD/CAPACITY EFFLUENT AND DEWATERING Ft. Meters G°I. Llrs. 5 1.52 91 314 45 t0 3.OS BI 318 IS 4.57 76 288 40 41 140 20 e.to se zs7 , zs 7.sz 59 zz3 35 30 9.11 /9 195 35 10 67 58 114 30 . 1 14.19 2t 79 25 IS 13.72 5 19 0 lock Vo~ v°: 1 6' 2 15 10 s ~ALLONS t0 20 30 40 50 60 70 80 90 100 110 I aU tou ~9v .,<.. ~-- p FLOW PER MINUTE plpgOq 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 or without alarms. • Control alarm systems are available for 1 phase pumps used in simplex system. See FM0732. • Variable level control switches are available for controlling single phase systems. • Double piggyback variable level float switches are available for variable level long cycle controls. • Sealed Qwik-liox available for outdoor installations. See FM1420. • Over 130°F. (54°C.) special quotation required. • Refer to FM0806 for 200° F. applications. 140 Series - 53 lbs. 4140 Series - 73 lbs. 14014140"" MODELS Control Selection Model Model Votts•Ph Mode Amps Simplex Duplex N740 N4140 115 1 Non 15.0 1 or 1 6 5 2 or 3& 4 E140 E4140 230 1 Non 7.5 1 or 18 5 2 or 3 & 4 BN140 BN4140 115 1 Non 15.5 t or 18 5 2 or 3 8 4 BE140 BE4140 230 1 Non 7.5 1 or 1 & 5 2 or 3 & 4 16 SELECTION GUIDE i/I NFi SK1S24A 1/z nat SK18Y4e t. Single pi99Y~~ variable level float switch or double piggyback variable level float switch. Refer to FM0477. 2. Mechanical alternator M-Pak 10.0072 or 110075. 3. See FM0712 for correct model of Electrical Alternator E-Pak. 4. Variable level control switch 10-0225 used as a conVof activator, specify duplex (3) or (4) float system. O CAUTION All installation of conUOls, protection devices and wiring should be done by a quaiMled licensed elecVician. All electrical and safety codes should be followed including the most recent National 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. MAIL T0: P.O. BOX 16347 Louisvr1le,KY 40256.0347 Menuladurorsd.. ~O SHIP T0: 3649 Cane Run Road ® Louisville, KY 40211-1961 Q~~~o SA-cE /939" ® PUMP !O (502) 718-1131.1(800) 918-PUMP htip//www.zoel/ercom FAX{502)174.3614 ~o a S • ® Copyright 2001 Zoeller Co. All rights reserved. cu ~ ulcneM eTlnN POWTS OWNER'S MANUAL & MANAGEMENT PLAN ,~G ................... Owner DALLAS LIi~il•1EIcI'lAiV ____ Permit It ~ 3 Z Z ~ ~~ VG.71Vn r~..r+..,... ~.... Number of Bedrooms 5 O NA Number of Public Facility Units ~ NA Estimated flow (average) 5UU al/da Design flow (peak-, (Estimated x 1.51 75U al/day Soil Application Rate U , ~ al/day/ft2 Standard Influent/Effluent Quality Monthly average ' Fats, Oil & Grease (FOGI 530 mglL Biochemical Oxygen Demand (BODE! 5220 mg/L ~ NA Total Suspended Solids ITSS) 5150 mg/L Pretreated Effluent Quality Monthly average Biochemical Oxygen Demand IBODbI S30 mg/L Total Suspended Solids (TSS) 530 mg/L ANA Fecal Cofiform (geometric mean) 510° cfu/100m1 Maximum Effluent Particle Size Ya in die. ^ NA Other: ^ NA 'Values typical for domestic wastewater and septic tank effluent. MAINTENANCE SCHEDULE Service Event f Inspect condition of tankls) Pump out contents of tankls) Inspect dispersal cell(s) Clean effluent filter Inspect pump, pump controls & alarm Flush laterals and pressure test Other: Other ^ NA MAINTENANCE INSTRUCTIONS inspections of tanks and dispersal cells shall be made by an individual carrying one of the following licenses or Certification:: Master Plumber; Master Plumber Restricted Sewer; POWTS Inspector; POWTS Maintainer; Septage Servicing Operator. Tan. inspections must include a visual inspection of the tankls) to identify any missing or broken hardware, identify any cracks or leaks measure the volume of combined sludge and scum and to check for any back up or ponding of effluent on the ground surface The dispersal celllsl shall be visually inspected to check the effluent levels in the observation pipes and to check for any pondin, of effluent on the ground surface. The ponding of effluent on the ground surface may indicate a failing condition and requires tt~. immediate notification of the local regulatory authority. When the combined accumulation of sludge and scum in any tank equals one-third IY,1 or more of the tank volume, the entii~ contents of the tank shall be removed by a Septage Servicing Operator and disposed of in accordance with chapter NR 11; Wisconsin Administrative Code. All other services, including but not limited to the servicing of effluent filters, mechanical or pressurized components, pretreatme~, units, and any servicing at intervals of 512 months, shall be performed by a certified POWTS Maintainer. A service report shall be provided to the local regulatory authority within 10 days of completion of any service event. GMW (4/01; SYSTEM SPECIFICATIONS Page ~ of ~ Septic Tank Capacity 15t~5 ~ O NA Septic Tank Manufacturer WIESER CONCRETE DNA Effluent Filter Manufacturer 'LA$F~I, ~ NA Effluent Filter Model A-lUU 1'L" x 2U" DNA Pump Tank Capacity 950 al DNA Pump Tank Manufacturer LvIESEK CUNCRE ~' DNA Pump Manufacturer ZUELLEk PUi`1P CO DNA Pump Model 14U DNA Pretreatment Unit ~ NA O Sand/Gravel Filter O Peat Filter O Mechanical Aeration O Wetland O Disinfection O Other: Dispersal Cell(s) DNA O In-Ground (gravity) ^ In-Ground Ipressur'~zed) ^ At-Grade ~ Mound ^ Drip-Line O Other: Other: DNA Other. DNA Other: ^ NA Service Frequency O monthlsl (Maximum 3 years) ^ NA At least once every: 1 ~ earls) When combined sludg e and scum equals one-third lY,) of tank volume ^ NA 2 O~ monthlsl (Maximum 3 years) DNA At least once every: ~ earls) ~ monthls) ^ NA At least once every: 13 ^ earls) XZmonthls) ^ NA At least once every: 13 ^ ear(s) ^ month(s) ^ Nq At least once every: 3 Y7cyear(s) O monthlsl ^ NA At least once every: p yearls) . UWNEf;: ' llALLAS 'LIPIt~l~ki:t!N Pagtr,~,_„ of ~- -- . START ldP AND OPERATION. For new construction, prior to use of the POWTS check treatment tank(s) for the presence of painting products or other chemicals that may Impede the treatment process and/or damage the dispersal cell(s). If high concentrevons are detected have the contents of the tank(s) removed by a septage servicing operator prior to use. System start up shall not occur when so11 conditions are frozen at the infiltrative surface. During power outages pump tanks may fill above normal hlghwater levels. When power Is restored the excess wastewater will be discharged to the dispersal cell(s) in one.large dose, ovetioading fife Dell(s) and may result In fha backup or surtace discharge of effluent To avo(d this situatlon have the contents of the pump tank removed by e Septage Servicing Operator prior to restoring power to the effluent pump or contact a Plumbet or POWTS Mslntainer to assist in manually operating the pump controls to restore normal levels within the pump tank Do not drive or park veh(cles over tanks and dispersal cells. Do not drive or park over, or otherwise disturb or oompat~ the area within 15 feet down slope of any mound or at-grade soli absorption area. Reduction or elimination of the following from the wastewater sVeam may Improve the performance andQrobng the of the POWTS: antibiotics; baby wipes; cigarette butts; condoms; cotton swabs; degreasere; dt;Kttal t'!o~'dtepefx disinfectants; fat; foundation drain (sump pump) water, fruit and vegetable peelings; gas0lUle; preess'r hetblcldes>ty ~r10at scraps; medications; oil; paintlng products; pe$ticides; sanitary napkins; tampons; and wetter soRener bttrte. ABANDONKIVIENT ' When the POWTS falls and/or is permanently taken out of service the following slaps shall be taken to insure that the system is properly and safely abandoned In rompllance with ch. Comm 83:33, yVisvonsin`Admirtlstratlve Code: All piping to tanks and pits shall be disconnected and the abandoned pipe openings sealt;sd: • The contents of all tanks and pits shall' be removed and properly disposed of by a Septage t3ervlcJrtg OperaWr.~ • After pumping, all tanks and pits shall be excavated and removed or theft covers removed and fife void space fitted with soil, gravel or another inert satid material. CONTINGENCY PLAN If the POWTS falls and cannot be repaired the following measures have been, or must be taken, t0 provide a code compliant replacement system: ^ A suitable replacement area has been evaluated and may be utilized for the location of a replacement soU absorption system. The replacement area should, be protected from disturbance and compacUortattd should riot be infringed upon by required setbacks from existirig ar)d proposed structure, tot gees and wells. Fal>ure to protect the replacement area will result In the need for a new soil and site evaluation t0 establish a suitebiB replacement area. Replacement systems must comply with the rules in effect at that time. O A suitable replacement area is not available due to setback and/or Boll Umibtfons. Barring advances H POWTS technology a holding tank may be Installed as a last resort to replace the faAed POVY~S. ^ The site has not been evaluated to Identify a suitable replacement area Upon faiitue of the POWTS a soU and site evaluation must be performed to locate a suitable replacement area. If no replacement area <S eVeUable a holding tank may be Installed as a last resort to replace the felled POWTS. ~ ' " ,~ Mound and at-grade soil absorption systems may be reconsWcted In place foUowlny removal of the blomat at the infiltrative surface. Reconstructlons of such systems must comply with the rotes In affect at that tone. <WARNING» SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES ANDIOR INSUFFICIENT OXYQi:N. DO NOT ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY C1RC,UMSTANCES• DEATH b1AY RESULT. RESCUE OF A PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOS$18LE. ADDITIONAL COMMENTS POWTS INSTALLER POWTS MAINTAINER Name HELGESUN EXCAVATIUN INC Name JOHNSON SA ITAT ; Phone 715/77'L-327$. •Phone 715/273-51311 • SEPTAGE SERVICING OPERATOR PUMPER LOCAL REGULATORYAUTHOR17tY Name JUHNSUN SANITATION Agency ST. CFtUIX COUNTY ZONING ~ Phone 715/273-51'311 Phone 715/273-6747 This document was draRed by the stalls o/ the Green take, Marquette and Waushara County Zonlnp and SanMatlon sDond¢a; Thla dotxtmatu e»als the minimum requuaments of dt. Comm 83.22(2)(b)(1)(d)d(Q and 83.54(1), (2) b (3), W4sconsln AdmWstratlve Code. t)ii 0f thli dOCY(nMK tf'Otaf IIOt guarantee the perforrnenu of the POWTS. GhtW t7p4) 1537 ~~ `~~~~~IL EVALUATION REPORT Wisconsin Department of Comm ce Page 1 of 3 Division of Safety and Buildings "° ~.iYi'~ccmrdance with Cr6mm 85. Wis. Adm. Code Steel's Soil Service, Inc. -..,.,~;; -X: „ Attach complete site plan on paper not less than 8'/: x 11"ir'tcheci~ fze. Plan must County St. Croix include, but not limited to: vertical and horizontal reference point (B ), direction and Parcel I D percent slope, scale or dimemsions, north arrow, and location and distance to nearest road. . . Pending Please print all information. a ewes By Date Personal iMorrna6on you provide may be used for secorniary purposes (Privacy Law, s. 15.04 (1) (m)). . O ~ ?~ Property Owner Property Location Cutting Ed a Four, LLC Govt. Lot n/a NE 1/4 SE 1/4 S 4 T 29 N R 17 W Property Owners Mailing Address Lot # Block # Subd. Name or CSM# E976170 TH Street 56 n/a Hillside Heights City State Zip Code Phone Number J City _~ Village ~ Town Nearest Road Hammond ~ W1 54015 715-796-2793 Hammond Cty Rd T .l~ New Construction Use: Residential / Number of bedrooms 4 Code derived design flow rate ~ Replacement J Public or commercial - Describe:n/a Parent material Ground and end moraines, pitted glaical drift Flood plain elevation, 'rf applicable General comments and recommendations: Mound design, system elevation 95.84 ft, based on contour line elevation 95.00 ft. 600 GPD " n/a Boring # ~ Boring ~/ Pit Ground Surface elev. 93.60 fl. Depth to limiting factor ~ in• Sol Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP DIRZ in. Munsell Qu. Sz. Cont. Cdor Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-10 10yr3/1 none sil 2msbk mfr cs 1f .6 .8 2 10-28 10yr4/4 none sicl 2msbk mfr cs 1vf .4 .6 3 ~-61 5yr4/4 f1f7.5yr5/6 scl om mfr gw n/a .0 .0 4 61-72 5yr4/4 c2d7.5yr516 scl om mfr n/a n/a .0 .0 Boring # Boring i~ Pit Ground Surface elev. 93.60 fl. Depth to limiting factor 26 in. Sod Application Rate Horzon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP D/ft~ in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-14 10yr3/1 none sil 2msbk mfr cs 1f .6 .8 2 14-26 10yr4/4 none sicl 2msbk mfr cs 1vf .4 .6 3 Zj6.32 10yr4/4 f1f7.5yr5/6 ~~ sicl 2msbk mfr cs n/a .4 .6 4 32-60 7.5yr4/6 c2d7.5yr5/6 scl om mfr n!a n/a .2 .6 * Effluent #1 = BODS> 30 <_ 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS < 30 mg/L and T5S < 30 mg/L CST Name (Please Print) Signature: CST Number David J. Steel ~ _ 248956 Address Steel's Soil Service, Inc. Date Evaluation Conducted Telephone Number 994 200th St., Baldwin, WI 54002 9/10/2004 715-684-5680 r Property Owner Cutting Edge Four, LLC Parcel ID # Pending Page 2 of 3 Boring # -~ Boring 1 J/ Pit Ground Surface elev. 96.20 ft. Depth to limiting factor 40 _, in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots D in. Munsell Qu. Sz. Coat Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-6 10yr3/1 none sil 2msbk mfr cs 1f .6 .8 2 6-30 10yr4/4 none sicl 2msbk mfr cs 1vf .4 .6 3 30-40 5yr4/4 none scl 2msbk mft gw 1vf .4 .6 4 40-60 5yr4/4 c1 d7.5yr5/6 scl/cos om mfr n/a n/a .0 .0 ^ Boring # J Boring ~ Pit Ground Surface elev. tt. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots P in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 ^ Boring # ~ Boring „~ Pit Ground Surface elev. ft. Depth to limiting factor in. Sod Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Cons'stence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 * Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS < 30 mg/L and TSS <30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. Page 3 of 3 STEEL'S SOIL SERVICE INC. David J. Steel CST-POWTSM Lic. #248956 994 200"` St. Cutting Edge Four, LLC Baldwin, WI 54002 NE1/4,SE1/4,S4,T29N,R17W Bus.(715) 684-5680 Town of Hammond, St. Croix Co. Fax.(715) 684-3449 Hillside Heights, Lot 56 This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. Legend 1" = 40' Benchmark Ele. 100.00Ft op of 3/4" pvc pipe Alt Benchmark Ele. 99.60Ft Top of 3/4" pvc pipe ^ =Borings Boring Elevations N I \ ~ ~ ~ ~ ~ ,. + ~\~ ~~ I I I I I 6 p8 x ~ \ ~ ~\~~ \~\\ \ ~~~¢~ ~'F•~ I I - 120 ~' ~/ I ~~ ~ ~ I ~ ` , \ ~ ~ ~ ~ 115 I ~cl ~ ~ /t I 39~8'L4 S F` ~ ~ \ ~ ~'`'~ ~ - -~ ~ / ~'' ~ / . ! s '152655 S. F. ° ~ i 1.8. 8934, S,`.F. ~ ~ , ~~ ~~ ~ i / ~ ' ~ / I 'N-fl. 2.05 Ac. ~ ~ \ ~ ~ ~ ~~ ~ i f ! ! / ,' g~~ ~ / / ~~~ ~~ _ _ ~ ~4 i _~'~ ~ _~ ~~ x ~~~ ~ ~ ~ ~ ~~ ~ _ / / ~ / - L~0-g~ X85.0' _ / / f%v ~ ~ . / ~ ~ ~ ~ i 1 i ~ ~ ~ i ~ x i ~ , ~ ~~ ~~ / _- -- i ~ ~ _~ - / /f/ ~// i ~ ~~ / ~ ~ / / ~ ~/ I/ ~ 65~~5 ~F. ~ ~. _ 90140 ~ / ! / / / / ~/ 1 !50 /Ac. ~ ~`'~ ~ A / / / / { ~ I ! / / ~ / / I J I ~ 1 x 1~e. ! / / / ^ ~ ~ I ~ ~ N1B. 6425 S.FI ~ / / / / I d ~t ~ lug' ~ N.B. 1.~Q Ac. ~, 7 ~ N.f N.B. 8775 S.F. / / . / / / ' \ ~ \ \ \ ~ DcQ 2 \ I ,/ / ~ \ ~ c ~ ~~ I N.~ 1.35 Ac.~ /x , fd.B. 7~074jS.F~ \ ~ ~ ''~ ~i ` 1~ I I 1 x ~ / moo', ~ ~ \9 / ! / /. ~ / ~ ! i I / ~6 ~~I 1 ~ 1 66~-5~ S..E ~ 1 / I / // ~,' /~ I ~ i I I\ It 1 ~ z\ ~ 1.53 A~._ , N.B. /65453 S.F. I) a `~% ` \ ~ ~ \~ .~1 ~ , j . N 8 66552 S.F Al ~ 1 SA IA . ~ I ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND Owner/Buyer OWNERSHIP CERTIFICATION FORM '~~, ~ l ~. ~ ate ~ C f~ -e. ~ Mailing Address ~ ~ Property Address ~ ~+ r~ ~ ~~ z-~ VYl I'Y1 fit' -'n ~~ y~ ;~ ~ cJ -~ ~d - ti`.I ~ U~~a3 5~(a 1 S (Verification required`from Planning Department for new c~ristructtonj ~~~ Parcel Ide ~ ~ ~ n umber -1 0 ~a ~ v ~ o City/State' ~rn~d ~_ ~-h ~~- 1130 i-7~ LEGAL DESCRIPTION ~ ~ '/,, Sec. ~, TN-R~W, Town of ~~a `v, ~ dr. Property Location /<, Subdivision , f-{i !l.5icf.~~7e Certified Survey Map # 2a b~~ s Lot#_`~~ Warranty Deed # _77~9s~~ _, Volume ~.~(' ~s ,Page #._? -~ Spec house ^ yes ^ no Lot lines identifiable ^ yes ^ no SYSTEM MAINTENANCE Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper tnainteaence consists of pumping out the septic tank every three years or sooner, if needed by a licensed pumper. What you put into the eysteta can affect the function of the septic tank as a tzeatment stage in the waste disposal system. The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner end by s master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (I) the on-site wastewaterdisposel eystWCa 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 have read the above requirements and agree to maintain the private sewage disposal System with the etaadetds 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 expiration date, j~ x ~ 1 ,29, 2U ~~~ A ~~~~ DATE SIGNA OF APPLICANT OWNER CERTIFICATION I (we) cerdify that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the owner(s) Of the roperty described above, by virtue of a warranty deed recorded in Register of Deeds Office. i l l2~`ll ~ °~J~ `~~'~" DATE GNA OF ApPI;ICANT . Any information that is mis-represented may result in the sanitary permit being revoked by the Zoning Department. •*~'**~ ~Fr~+I~M~F •' Include with this application: a stamped warranty deed from the Register of Deeds office a copy of the certified survey map if reference is made in the warranty deed U 2fi9SP H~2 STATE BAR OF WISCONSIN FORM 1 - 1998 WARRANTY DEED Grantor, and Dallas R. Zimmerman nd hervl L. Zimmerman. husbanff and wife ** ,Grantee. **as survivorship marital property Grantor, for a valuable consideration Conveys to Grantee the foitowing described seal estate in St. Croix County State of Wisconsin (the "Property"): 7791338 KATHLEEIi H. MALSN REGISTER OF DEEDS ST. CROI1i CO.. WI RECEIVED FOR RECORD 21 / 15/ 2004 11 : 351A?! MARRAI~TY DEED EXERT • REC FEE: 1L.00 TRANS FEE: 146.7@ COPY FEE: CC FEE: FACES: 1 ~~IJi'1 c` ZUG 1o>IQ SfLVE~I LAKE R:^.. `.%~W SRIO~7'OTl k`.tV S.'." Parcel ldentiticatian Number (PIN) v145 -L poFr - 2G~- c~oc.- Thls is not homestead properly. (IS) (is not) Hillside Heights, Town of Hammond, St. Croix County, Wisconsin. Together with atl appurtenant rights, title and interests. Grantor warrants that the title to the Properties good, indefeasible in simple fee and free and clear of encumbrances except ` ~ dated this ~ day of November, 2004. n (SEAL) (SEAL) ,. David Dalton, Organizer Cutting Edge Four, LLC (SEAL) (SEAL} AUTtiENTtCATiON ACKNOWLEDGMENT Signature(s) =.-~ ~~' NO-fAPV PUBLIC - /.11N NE5074 Jan. 91. 20D8 authenticated this day of TITLE: MEMBER STATE BAR OF WISCONSIN (If not, authorized by §706.06, Wis. Stats) THIS INSTRUMENT WAS GRAFTED BY Coldwell Banker Burnet 1301 Coutee Road Hudson, WI 54016 4-54919 (Signatures may be authenticated or acknowledged. Both are not necessary.) WARRANTY DEED State of Wisconsin, } SS. St. Croix County Personally came before me this ~ day of November, L2~4 the above named D vl alto a r f ttin F r LC Corooration to me known to be the parson who executed the foregoing instrument and acknowledge the sam_ e. 1 1 \ttJ~`,1\ W • 1 ~r~ W oe~~'CZa~~• Notary Public, State i1f Wiscxinsin My Commission is rmanent. (tf not, fate expiration date: . ~ 31 ~ •) STATE BAR OF WISCONSIN FORM No. 1 -1898 Wisconsin Legal Blank Co. (nc. Milwaukee. Wis.. .l LOCATED IN PART OF THE NORTHEAST 1/4 OF THE NORTHEAST 1/4, THE SOUTHEAST 1/4 OF THE NORTHEAST t/4, TOWNSHRP H29 NORTH, RANGE 570 WEST,STOWN4 OFNHAMMOND USTE CROIX/COUNTTY EW SOCONSINS7 1 /4 ALL IN SECTION 4, SEE SHEET 3 ~~~~ '~'~~~ L - e.4-ncvenoN . i,oe.ao}~~ ~ I \ \ \\ ~\ \\ (~ 1, 111 ;~_1 }•=----` ~ 65413 s.F. I o II N N I`N woa~lF 65409 S.. ,rYC - ,e9so 'mo N I-~ ,~I \\ s\2, 43 \ 42 w 1.5o Ac. 1 1 1 1 fv, l.so Ac. ~ o I N I vna ay 44 `is\ \ 67792 S.F. N\ A ~' ~ i.eo - ,o9e.o' I ~ ~I ^ ^ In <4N0 ~"J~ 79894 S.F. ~ \\ \ .wm\ \ 7,56 Ac. \ \\ 41 I q ~O ~, 11 ILgc,~ _N 89'39'39_WJ I I N N I ~ _w/ 1.83 Ac. ~9 I _ _ ~ C7 O N 1 \ \ \ \- -- \ \ I 1 d 1 i Nncj'- ,098.0 - - 409:25' ~, 1°n O \ \ ~ C34 ~ - -" -- J I I t I 6543fi S.F.1 -I ~ V ~ \ 3 ~--'- ~ F - N 79'27'54` ~ `/ ~ C37 C38 77.7q.11 I II ~ V ~,~ I 1.50 Ac. ~I I _ _ ~ W 432.28' \~,~ '035 6-~ '' 1 1_67 ~- ~P.- _ ~ iao ~o9e.o' I _ ~--~~' 47 _ J` 1 ~ JU I N SD~ ~C27 ~ 8q> E'`74.1`57'___ ___ __227.6_8' _ I n1 rn 69495 S.F. ~ % ~ I ~` C2'6 75, j4a v>/ N 7q.7g ~ X59 ~ ~ S 89'32_38" E rI ~ 1.60 Aa 46}78 i ~ cJO ~_ 9 / /r __ ~ 1 a h Ir63 g8T1_=C60 . ~- N 89'3'3 " W '° N1 I E ~ i i /,/(~ t;2 / ~ ! _ 227.68' I 1 .~ ~~ /~/ 47 / i W3 1 ~\I` v i ~ /,~'/ 7sooo s.F. / i ~ ~` i l 21 I ~1 ,n Z I ~ / ^/ 1.81 Ac. 7 I ~ 150374 S.F. nl qq I 46 90 / L N 82'50'26" W 394.49' JI 1 h/^ I ' •/` 9 3.45 Ac. I , rl = O ~~/ / ______ _ 12 ,n .,R a ~_ ti ~I 101306 S.F. 0 • ~ I ~I 2.33 Au 4, ' ~ o~ ~, 1 g. e•~„I I w n 1 ieo - ia~ni o°' ^ / ti' - /\ 4B ~ v I A e I eo - ,o9ss' L+-I ~y° 7~°/ 101489 S.F. 1 1 I Ilu N 89 51'04" ~ 514iC7~.s,,~ = ~/ III ~ ~ I QI Z I ~0 2a/ //.-~ ~~ 2.33 Ac. I I 11 L - - __ _ :.~ -~ e.i. N L~~1 ~ ~ I m / / ~~•= iwE - ,a9x.o' ~--~ I 1 I J .100 .s ~ I N N ~1 eo - ,e9~.o' / \~ ~- =N6'~ ~ 1 LBO - ,095' / 20 m N I N W 9I }pp~I ~ L~ Iz'n~~~/ 14 83'18'34" E 619 ~~ 9579---; I III 11 11 I ~+" " 106048 S.F. N'm^1 0 C.tI p m '~~G - _ ~ ,ns - +anz.o' ~ I N I" I rl ~ ~ / 2.43 Ac. m ~ I N 21 N N '~ a'° 36711--. _ \ \ ~eo.lw~.o' I ,~ ~1w 1x1 I ~I - w ~~/ Nrre . ,onao,'~ g`°` J~ \ ~ I \ E 490= ~ I 40' 50~ ~1 0 = °hi ~e0 - ,09..0 ~' \ \ 'y 49 \ wl ~, \\ ~ \ _ N~6i=6 zo'.I . -1 N .- I I N ` \ ti 1372 O S.F. \ 91007 S.F. \ V1 i 11 r NI C3 N W 1\ \S \~ 2.09 Ac l \ c+ ~. 19 I ~I O O• 3.tS Ac. V P 9` o W \ \S'' /-- l \w, \ `, ~; \~\ en7D s.F. ~ z \ \nC). 1 \ I \ \ 1.66 Ac. I Z ~ ' INVh , io9zo'\ \ \~S/ % \ \~ o~\ "o ,n \ 112 Bo J I ~ ~I % 90259 S.F. \ \ \ \~ ~ j~7 , -' ~ /' o \ \- ~ , 1 ~1 \ ~ __\ L 2b~ EYs,~ ~~ ~ NI 2.07 Ac. \ c~j ~ ~~ y ` \ ~ \ 18 ~I I / \ \ / ZD ~' y39 • ~6 ,-~ y~w \m~ \ 71476 6.F. I ~~ E7~a CORNER a I G - _ _ N 6 95'3 ~ \ ~ ~ \~i_ 1.64 Ac. r ~~ / I ~/~ \\ 21 ~ S 653 n57} i \\ o. m I r \ SECTION 4 \ OJ\J'. \1 ._ -- - RO \lv7i~ ~ \ \ \. ~ 31z. a W -t~-----' -~1 ° /y/ \ \ `'~~ \ 3`9"E I N88'23'06„ 379.73' ~~cP \ `r ~ 55 \ ~ ~ \N e950 I I 115.00 ~ N 85'37'21" E \ \\ ~P. .~ .M. 0.EV4 W - x.70 / Ci. 86460 S. F. \ \ a, o- Im 1 52 / / C~>` C1 / / \ \~m, 1.98 Ac. \ c\4t .1 11 \1 60519 S.F. ml OgI ~ I 86229 S.F. / / ~ ~ / - \ \~i \ 'll I~ I L85 Ac. 1 ml I dI w 1.98 Ac. a11/ i~ / '' i ~ I, I I In 1 nl I N I a/ / ^ I 54 \ \YP / ~ i 52\ I I I Iv I I M W m1 <v ~ / ~ I l 67607 S. F. \ \NY p8 E 19 1 I I I u ~ 1 7 ~O •I 55~ SOLI 1 Lf') ~ rnl ,11/ / / ~ 1.55 Ac. .1 iN'11p6 ~I ~ lol I1~ I -~oel ~I 00 ~ ado'/ / WI ~ / Il cal 1 ~ ,.., ~`~.tT .I FII 1 I ~ O n1 ~ / j I ry / 1 /1 I ! I N172'4T' -. .II Y~ @J I N cv I / . 53 mI / i'a o'~ / 56 / 17 I, / 31 W ~,. GI I ry~~°9 ~_ / 89364 S.F. e/ ~ / 152655 6.F. / Y/ I/ le ?87, 65'00'1. 3I p1 W w 1 / % ~ 2.05 Ac. 2 / / / ~ 3.50 Ac. ,! ~ I/ / C' / I TI C.~I O 44~' I. / ~1~ _ < / / /5`° /~ _ / .-'~ / %o°' lros. 181 i xII N 81~r..` ~7 / /d / .~-~i ~.~ G/\ ~J2 7231315.F. I ~ N 9 ~ O \`" ~ 1 05 7>' / / / / Leo . ,e9o.o' / ~~/ t~t~ , / '\ ~~ y, 1.66 Ac. ,^,, I ZJI tD I oO w }\\ ~ ~ w-3ig.35 ~l / / Ln / ati~ ; 6ti/ \ \,.,e I ~i o ~ xI N -~ .4. aevnoN . ,oez54 ~I <'F - / / ~ / 4, ,. ya' / \ \ I ~ IY~++I ~ I \ \ ry. '~' aM / A / / \ .I, 91873 S.F. 1 1 u7 U~ 00 o ,/ \ \`99 / /'~ 2 o- / \ \ \ ab., 2.11 Ac. °~ 1775035.F. / Leo.,aeso' ~~ S?'/ // ~l /ya. ,/^\\N \\p\~' r`~ cw I ~ 4.07 Ac./' c @~ N. \ (y ml O I I In 1 ~ ~ / / )~/ I ~ ,~ `Y~/ \ \~`, 90140 S.F. \ \g. I I 1 /.' /- / ./ \ ~ 2.07 Ac. \ \ \ I ~ 1 / / W 1 /~~ /''/ / // / I // I \~ \ N,D 0.4. CLEV4nON -,1,9.1, \ ~' IrJ5~1601 / /~ O I, I~ 13 \\. , 1 L -`N 72 / ~i F /I /I \ \ v. 65425 6.F. \ - I - ~ °p30" W / O/ 4,p // I /~ ~ \ \i, 1.50 Ac. \ \ N 69'06'00" W I .I ae n,z `_ ` = 03`.1= / i ~ / ~ I \~ \ .- - .__ 367.x3' ~I I /ieo ~mao~ ~ ' I 12 \ dy 'L9j / 79.18' 288_25' ~°I''- - 50 '` ~ / ~O / / I 7oo7a s F. \ \ s 5"~ yaoi- (aw-[lF/4nON • „x~,x ~ / /~ 1.61 Ac. \ ~ % ~~~ 9 ~ i B I N1 fi6068 S.F. / I / /p / i I SEE SHEET 1 SHEET 2 OF 4 nov 17 04 03:19p Dave Dalton 715-786-5751 p•5 ~ ~ ~ ,~ ~ ~ i ~C~ ~ i 1 , j I , J ~- ', ` ~ \ ~ \ I X1`1: B 1.b5 A~~ ~ ~ ~ / /Iw1' (`'~ ~, J '' ~ 1 / - / 1 ~G5 A~-, ~ 1~ x ,.~'L- ice' ~ / ~l / ~ ~ ~ ~ ~` ~~, ` ~~'" ~ ~ Nei. 108166r'S.F./ //// 1 /. I.E. 693134. ~F. ~ ;~ I ` ~ ~~~~ '~~ i ~ ~ ~ / ~ N. B. ~ 48 Ac. 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