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HomeMy WebLinkAbout022-1005-30-100 „on ti 0 v a c d a 0 ~ I a 0 0 N ti o I v m Q I d I I v I 3 aNi I 9 Z c c LL O 3 ~ I I a CD 3 W Z y Z o Z y H a co M 0 O z v o N H r Z E 72 N Cl) I ~ I ~ I L ~ I Z c 0 Z co 0) i '0 GI Z, C *41 E Iq _ m d - d a Q M r N = O M N y d N r s 0 ° ° G G a n > Q Z > H N H y = o 3: 3: 0 It h~ 000 aZ Zo 0. (D ' p a O M M y J U Z a) a) a) N o E o m N a v io O w L CO d ¢ o to b w 3 ~ w c I :3 0 CD O M m CL r- -o U Q a N N l Oc C N p 0 L C d' O ~ O Y 'n O U ~0+ ''O n N S~ co V O M 6yi N F C N *4 C~ C4 a r- Cl) C o o Y 2 o z° gin II V ` tV E U t A 0 a g 0 vii U J Parcel 022-1005-30-100 12/01/2004 09:47 AM PAGE 1 OF 1 Alt. Parcel 03.28.18.35A 022 - TOWN OF KINNICKINNIC Current ❑ ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): * = Current Owner * SORDAHL, MICHAEL & ANTOINETTE MICHAEL & ANTOINETTE SORDAHL 1266 CTY RD N ROBERTS WI 54023 Districts: SC = School SP = Special Property Address(es): * = Primary Type Dist # Description * 1266 CTY RD N SC 4893 SCH D OF RIVER FALLS SP 0100 CHIP VALLEY VOTECH Legal Description: Acres: 6.712 Plat: N/A-NOT AVAILABLE SEC 3 T28N R18W PT SW NE BEING LOT 1 OF Block/Condo Bldg: CSM 9/2589 6.712 ACRES Tract(s): (Sec-Twn-Rng 401/4 1601/4) 03-28N-18W Notes: Parcel History: Date Doc # Vol/Page Type 08/22/2002 687880 1955/587 WD 08/03/1998 584110 1344/615 WD 07/23/1997 993/512 WD 2004 SUMMARY Bill Fair Market Value: Assessed with: 307,900 Valuations: Last Changed: 08/18/2000 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 6.712 50,000 211,500 261,500 NO Totals for 2004: General Property 6.712 50,000 211,500 261,500 Woodland 0.000 0 0 Totals for 2003: General Property 6.712 50,000 211,500 261,500 Woodland 0.000 0 0 Lottery Credit: Claim Count: 1 Certification Date: Batch 131 Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 C/ STC - 104 AS BUILT SANITARY SYSTEM REPORT OWNER~_ _ /r ADDRESS ! (p SUBDIVISION / CSM#LOT # SECTION T v-~Z0 N-R P Town of ST. CROIX COUNTY, WISCONSIN PLAN VIEW SHOW EVERYTHING WITHIN 100 FEET OF SYSTEM w i L ~r a INDICATE NORTH ARROW Provide setback and elevation information on reverse of this form. Provide 2 dimensions to center of septic tank manhole cover. A BENCHMARK: C4 S9 a„2 C Eck ~/v`~~ -A4-~ l b O : v ALTERNATE BM: .3 ~ - S7 IV 4d~ SEPTIC TANK / PUMP CHAMBER/ HOLDING TANK INFORMATION Manufacturer: LU,a4 G~ti ]Va uLicwid Capacity: 0 0 „a,Q,2 . Setback from: Well ~cSO ou~I sew ~ 9-Other s Pump: Manufacturer Model# -Size Float seperation g Gallons/cycle: 5-79,44S Alarm Location -4;lt SOIL ABSORPTION SYSTEM Width: Length 10, Number of trenches Distance & Direction to nearest prop. line: Setback from: well: 26LI !House ,2.0O Other ~cu ELEVATIONS Building Sewer ST Inlet S ST outlet PC inlet PC bottom , Pump off F;7, 0,0 t Header/Manifold Bottom of system Existing Grade Final grade 7 R 1 DATE OF INSTALLATION: PLUMBER ON JOB: 9 2! LICENSE NUMBER: S$' INSPECTOR: 3/93:jt ,fig ~j~ Q ~ o Lq cTS4t,Xpart~r~AjkjfjF r NIC 3. 28.MA11ftgEWR j SY2SfM RD. N County: Labor and Human Relations INSPECTION REPORT Safety and Buildings Division (ATTACH TO PERMIT) Sanitary PermitNo.: GENERAL INFORMATION 193,166 'Permit Holder's Name: ❑ City ❑ Village T: Town of: State Plan ID No.: CST_BMf ev.: r Insp. BM Elev.: BM Description: Parcel Tax No.: r (c) 022 005-30- TANK INFORMATION ELEVATION DATA A3300026 TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark Dosing Aer ion Bldg. Sewer Holdin St/ Inlet g ' TANK SETBACK INFORMATION St/aft Outlet > Ile, 3? TANK TO P/ L WELL BLDGVent Air Ito ntake ROAD Dt Inlet / A Septic f ? NA Dt Bottom 3 NA kicaderlMan. Dosing - NA Dist. Pipe , Holding Bot. System PUMP / INFORMATION Final Grade Manufacturers.",- Demand Model Number -_e~ ~?,y GPM TDH Lift 6q Friction S Fiyestem-, a, TDH Ft !2S5 I Forcemain Length <1r) Dia. Dist. To \~d 3 SOIL ABSORPTION SYSTEM BED/TRENCH Width i Length ! No. Of T enches PIT its Inside Dia. Liquid Depth DI EN I N DIMENSIONS nufacturer. SYSTEM TO P/L BLDG WELL LAKE STREAM LEACHING SETBACK INFORMATION Type O n e-,1 CHAMBER Model Number. System: wl _c..: OR UNIT DISTRIBUTION SYSTEM a x Hole ,size / x Hole Spacing Vent ;Air ke kicr / Manifo Id N Distribution Pipe(s) //0 Length Dia. Length ~I Dia. 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 /enter IT T Bed/ Tr ap ges 1-2 Topsoil ~ es ❑ No 91-~ No COMMENTS: (Include code discrepancies, persons present, etc.) LOCATION: KINNICKINNIC 3.28.18,SW,NE, LOT 2, CO. RD. 1 i . Plan revision required? ❑ Yes No. Use other side for additional information. a 1,91 Date Inspector's Signature Cert. No. SBD 6710 (R 05/915 Ila ADDITIONAL COMMENTS AND SKETCH SANITARY PERMIT NUMBER: i DILHR SANITARY PERMIT APPLICATION COUNTY In accord with ILHR 83.05, Wis. Adm. Code STATE SANITARY PERMIT ' # -Attach complete plans (to the county copy only) for the system, on paper not less than ❑34~1 81A x 11 inches in size. ch k re sion to pre ous application -See reverse side for instructions for completing this application. STATE PLAN I.D. NUMBER 1. APPLICANT INFORMATION - PLEASE PRINT ALL INFORMATION. PROPS TY OWNER PROPERTY LOCATION 0-Nfr0 S4VY, Y.,S __S T,;Xg,N,R E(or PROPERTY OWNER'S MAILING ADDRESS ~ LOT#L BLOCK (_/J 5 f e lrD s x ~yJy CITY, STATE ZIP CODE PHONE NUMBER SUBDIVISION NAME OR CSM NUMBER Al 1 a 1,6 1(715- 3s~-~i~e © II. TYPE OF BUILDING: (Check one CITY NEAREST AD ) ❑ State Owned a GE N G ❑ Public E 1 or 2 Fam. Dwelling-# of bedrooms ~ PARCEL TAX MB O III. BUILDING USE: (If building type is public, check all that apply) ® r l v -~D~ 1 ❑ Apt/Condo 2 ❑ Assembly Hall 6 ❑ Medical Facility/Nursing Home 10 ❑ Outdoor Recreational Facility 3 ❑ Campground 7 ❑ Merchandise: Sales/Repairs 11 ❑ Restaurant/Bar/Dining 4 ❑ Church/School 8 ❑ Mobile Home Park 12 ❑ Service station/Car Wash 5 ❑ Hotel/Motel 9 ❑ Office/Factory 13 ❑ Other: Specify IV. TYPE OF PERMIT: (Check only one in line A. Check line B if applicable) A) 1. 2 New 2. ❑ Replacement 3. ❑ Replacement of 4.0 Reconnection of 5.E1 Repair of an System System Tank Only Existing System Existing System B) ❑ A Sanitary Permit was previously issued. Permit - Date Issued V. TYPE OF SYSTEM: (Check only one) Non-Pressurized Distribution Pressurized Distribution Experimental Other 11 ❑ Seepage Bed 21 Mound 30 ❑ Specify Type 41 ❑ Holding Tank 12 ❑ Seepage Trench 220 In-Ground 420 Pit Privy 13 ❑ Seepage Pit Pressure 43 ❑ Vault Privy 14 ❑ System-In-Fill VI. ABSORPTION SYSTEM INFORMATION: 1. GALLONS PER DAY 2. ABSORP. AREA 3. ABSORP. AREA 4. LOADING RATE 5. PERC. RATE 6. SYSTEM ELEV. 7. FINAL GRADE REQUIRED (sq. ft.) PROPOSED (sq. ft.) (Gals/day/sq. ft.) (Min. inch) ELEVATION !3~~ O 9.2.0?) Feet 9 13~ Feet VII. TANK CAPACITY Site in allons Total # of Prefab. Fiber- Exper. INFORMATION New istin Gallons Tanks Manufacturer's Name Concrete Con- Steel glass Plastic App Tanks Tanks structed Se tic Tank or Holding Tank a00 tJ C", ' Lift Pump Tank/Si hon Chamber goo cwt - Vlll. RESPONSIBILITY STATEMENT I, the undersigned, assume responsibility for installation of the onsite sewage system shown on the attached plans. Plumbe 's Name (Print)- yS Plumber's Signature: (No Stamps) M MPRSW No Business Phone Number: I atirye 5? S$ s- 7 t -33 Plumber's Address (Street, City, State, Zip Code): gr, ©d-w s IX. COUNTY/DEPARTMENT USE ONLY ❑ Disapproved Sanitary Permit Fee (Include geroun water g e issue Iss ing Agent Signature (No Stamps) ee) Approved ❑ Owner Given Initial / / Adverse Determination / X. CONDITIONS OF APPROVAL/REASONS FOR DISAPPROVAL: SBD-6398 (formerly Plb-67) (R. 11/88) DISTRIBUTION: Original to County, One Copy To: Safety & Buildings Division, Owner, Plumber r INSTRUCTIONS 1. A•sanitary permit is valid for two (2) years. 2. Your sanitary permit may be renewed before the expiration date, and at the time of renewal any new criteria in the Wisconsin Administrative Code will be applicable. 3. All revisions to this permit must be approved by the permit issuing authority. 4. Changes in ownership or plumber requires a Sanitary Permit Transfer/Renewal Form (SBD 6399) to be submitted to the county prior to installation. 5. Onsite sewage systems must be properly maintained. The septic tank(s) must be pumped by a licensed pumper whenever necessary, usually every 2 to 3 years. 6. If you have questions concerning your onsite sewage system, contact your local code administrator or the State of Wisconsin, Safety & Buildings Division, 608-266-3815. To be complete and accurate this sanitary permit application must include: 1. Property owner's. name and mailing address. Provide the legal description and parcel tax number(s) of where the system is to be installed. II. Type of building being served. Check only one and complete of bedrooms if 1 or 2 Family Dwelling. III. Building use. If building type is Public, check all appropriate boxes that apply. IV. Type of permit. Check only one in line A. Complete line B if permit is for tank replacement, reconnection, or repair. V. Type of system. Check appropriate box depending on system type. VI. Absorption system information. Provide all information requested in ##1-7. VII. Tank information. Fill in the capacity of every new and/or existing tank, list the total gallons, number of tanks and manufacturer's name. Indicate prefab or site constructed and tank material. Complete for all septic, pump/siphon and holding tanks for this system. Check experimental approval only if tanks received experimental product approval from DILHR. { VIII. Responsibility statement. Installing plumber is to fill in name, license number with appropriate prefix (e.g. MP, etc.), address and phone number. Plumber must sign application form. IX. County/Department Use Only. X. County/Department Use Only. Complete plans and specifications not smaller than 8'% x 11 inches must be submitted to the county. The plans must include the following: A) plot plan, drawn to scale or with complete dimensions, location of holding tank(s), septic tank(s) or other treatment tanks; building sewers; wells; water mains/water service; streams and lakes; pump or siphon tanks; distribution boxes; soil absorption systems; replacement system areas; and the location of the building served; B) horizontal and vertical elevation reference points; C) complete specifications for pumps and controls; (lose volume; elevation differences; friction loss; pump performance curve; pump model and pump manufacturer; D) cross section of the soil absorption system if required by the county; E) soil test data on a 115 form; and F) all sizing information. -----------___-____~~r GROUNDWATER SURCHARGE 1983 Wisconsin Act 410 included the creation of surcharges (fees) for a number of regulated practices which can effect groundwater. The monies collected through these surcharges are used for monitoring groundwater, ground- water contamination investigations and establishment of standards. SBD-6398 (R.11/88) APPLICATION FOR SANITARY PERMIT STC-100 This application form is to be completed in full and signed by the owner(s) of the property being developed. Any inadequacies will only result in delays of the permit issuance. Should this development be intended for resale by owner/contractor,(spec house), then a second form should be retained and completed when the property is sold and submitted to this office with the appropriate deed recording. Owner of property ILI, Id 4,"k.d ~Vla~r~ 5 e-4 Location of property 1/9 _&-E-1/9, Section _-3 T-,22-N-R W Township k;~~ ►n; ck'~~,1; Mailing address S . ki . 17rn-i5tr,1 r ~ 1 S`f C) ~ Address of site mi• egs+ of rh~ti ~S a~ C~v nee s,d~ of l~ Subdivision nameiv Lot number N~~ r Previous owner of property e~ a,~..cl a 1" ~~o, Y 62, Total size of parcel 7` 0- 5 Date parcel was created -2 7- 93 Are all corners and lot lines identifiable? _Yes No Is this property being developed for resale (spec house)? Yes _ L No 'j u.rve'(Volume and Page Number QLL as recorded with the Register of Deeds. s it Yr i H ( i INCLUDE WITH THIS APPLICATION THE FOLLOWING: A WARRANTY DEED which includes a DOCUMENT NUMBER, VOLUME AND PAGE NUMBER, and the SEAL OF THE REGISTER OF DEEDS. In addition, a certified survey, if available, would be helpful so as to avoid delays of the reviewing process. If the deed description references to a Certified Survey Map, the Certified Survey Map shall also be required. PROPERTY OWNER CERTIFICATION 1(We) certify that all statements on this form are true to the best of my (our) knowledge; that I (we) am (are) the owner(s) of the property described in this information form, b virtue of a warranty deed recorded in the Office of the County Register of Deeds as Document No. ; and that I (We) presently own the proposed site for the sewage disposal system (or I (we) have obtained an easement, to run with the above described property, for the construction of said system, and the same has been duly recorded in the Office of th - A ty R gist r of Deeds, as Document No. Signature o owner Signature of Co-Owner (If Applicable) 3-/_5 - -73 Date of Signature Date of Signature - - - - - - - - - OOGUMENT NO. STATE BAR OF WISCONSIN FORM 1-190 TN i4 e►wc[ Rcsuv[o FOR Rccow Na owrw ( I WARRANTY DEED !I 495207 99t13PAGE 513 REGISfEffq rl __.....fgang..and-...- ST CRC!,X Co., This Deed, made be-weep ..LelandW T _..G.l.ax.i.a._,..,.. As.muss.e>•► it I Ii ; i FEB 1 81993 Grantor. and A.1.an..,L....Eial:.tl.e.ben...and.. Chal:.is...S.....Hal .t.l e.ben,.. ! t -00 A. rn.Jerdy ..and . ...w. . .i fe as..s_urvivax.h.i.p_ma.r.i._tal............ p { ke_;(e otCeehl F Grantee, jI J Witnesseth, That the said Grantor, for a valuable consideration I R - - - I~-~_-__- [T N TO I conveys to Grantee the following described real estate in S. t ...Q X.9 i X 1 ~a _ I County, State of Wisconsin: /t q,S+CraK S /i/ i_ - - - Lot 1 of Certified Survey Maps, Vol. 9,$O^ Page 2589 as Doc. No. 494427, being part Tax Parcel No: t of the SWk of the NEk of Section 3, Township 28 North, Range 18 West. Tcx.:-,l of Kinnickinnic. I I I~ FEE i.S . . . nO.t homestead property. This (is) (is not) Together with all and singular the hereditaments and appurtenances thereunto belonging; And.... Le.land.,Wo1-fgang_.and- Gloria J.. Asmus-sen . warrants that the title is good, indefeasible in fee simple and free and clear of encumbrances except easements, restrictions, and rights-of-way of record, if any, and will warrant and defend he same. Dated this day of - 'uC 19.9.3... 1 (SEAL) (SEAL)..!/L o... • ..Lel.and..WoUg 8 (SEAL) ?t 1~ CAL l:! r?1.~ Qom! J....... (SEAL) • Gloria J... Asmus,sen.................... Ili AUTHBNTICATION ACHNO W LEDOMENT Signature(s) STATE OF WISCONSIN es. S.t. r.... rr. F 0Ax.......County. authenticated this ........day of 19...... Personally case before me this ...15.th day of ...........zrb.CuAry 19..93. the above named ;wel.ansi_.W.alf_gang...an ' MEMBER STATE BAR OF WISCONSIN (If not. authorized by 708.06. Wis. State.) to me known to bf who executed the ~agsoa•,..~r-~~':,.. foregoing strum~tan ac c~owlti ge,the same. THIS INSTRUMENT WAS DRAFTED BY J : C. L. Gaylord, Attorney t.l~... ro W •Ma-ry e.. .C,,..i River Falls,• WI_.___54022 . Notary Public -,,.,:.~~erLe..•... • County, Wis. (Signatures may be authenticated or acknowledged. Both My Commission 4sOWrmanent:state expiration are not necessary.) A t 12•., ~'i 9 4 date: p 19.........) 'Nantes of person[ &**Lae in any capacity should be typed or printed below their signatures. I 4 STATE wFIWISCONSIN Stock No. 13001 - 196111 A ST. CROIX COUNTY ~r WISCONSIN ` ZONING OFFICE ° ST. CROIX COUNTY COURTHOUSE 911 FOURTH STREET • HUDSON, WI 54016 - (715) 386-4680 February 25, 1993 Division of Safety and Building Bureau of Plumbing P.O. Box 7969 Madison, WI 53707 To whom it may concern: An onsite soil investigation of the Lee Wolfgang property, located in the SW1/4 of the NE1/4, Sec.3, T29N, R18W, Town of Kinnickinnic, St. Croix County, WI., has been conducted with the assistance of Bob Ulbricht, CST# 2482. This onsite revealed suitable soil for onsite sewage disposal to a depth of 26" while meeting the requirements of the A + 4" rule. This site should be suitable for new construction utilizing a mound septic system having 12" of sand fill. Should you have any questions, please feel free to contact me at this office. Sincer ly, J es K. Thompson Assistant Zoning Administrator cc: file • ST. CROIX COUNTY WISCONSIN ZONING OFFICE i~ r ST. CROIX COUNTY COURTHOUSE 971 FOURTH STREET • HUDSON, WI 54016 (715) 386-4680 December 8, 1992 Division of Safety and Building Bureau of Plumbing P.O. Box 7969 Madison, WI 53707 To whom it may concern: An onsite soil investigation of the Lee Wolfgang property, located in the SW1/4 of the NE1/4, Sec.3, T28N, R18W, Town of Kinnickinnick, St. Croix County, WI., has been conducted with the assistance of Bob Ulbricht, CST# 2482. This onsite revealed suitable soil for. onsite sewage disposal to a depth of 38" while meeting the requirements of the A + 4" rule. This site should be suitable for new construction utilizing a mound septic system having 12" of sand fill. An at-grade system is not recommended for thi.''s site due to somewhat limiting soil structure and texture which result in insufficient area being available. Should you have. any questions, please feel free to contact me at this office. Sinc rely, x. / c ames K. Thompson - Assistant Zoning Administrator cc: file ` HOMESITE SEPTIC PLUMBING CO. 655 O'NEIL RD. • HUDSON, W1 54016 • 7151386-8185 1'e Aw4go4~;_ - S i Address Client oa_ 3 y ~'ar Pt 5'7---. DATE CHARGES/CREDIT BALANCE D'~U'~E~ L.5 A 1,,~ /2 /3 2j S he, InM`fl~ , ~S -'0 /0 f 37 V-F i1 Oo 5 A /y r 1 v f /too ?I-S 60 LAWN AND DRIVEWAY DAMAGE WAIVER If septic tank cannot be reached from driveway (within 50 feet), owner understands that damage to the lawn or a thin asphalt driveway can occur when a heavy truck crosses over it to reach the septic tank. Driver will exercise every reasonable caution, but owner will have to assume risk of such damage, and responsibility for such damage that can normally occur. 60 Signature 10 y Unless otherwise arranged, payments are due in full within 30 days. A S/ $1.00 billing fee or 1.5% interest on unpaid p~ la~ e,applied moy,r, SOIL DESCRIPTION REPORT A. U the Aoriaa gravelly cum Bard or caner? 0116- PROPERTY OWNE 0.0 (oCU G Ii. Is the structure of the borizon moderate or strap platy? BUYER: 0.0 I C. Is the texture of the torixx► sandy clay Ion, clay loam, silty clay loam or finer and stricture veak LOCATION: platy? 0.0 Ltd 1/41/4 , SEC. ,T . R. D. L oensisteas stranger than tin or Audi or any cemented class? TWNSP. & PoC~TTyy~'# o.o \ E. Is texture sandy clay, clay or silty clay of high day content and structure sassive or Weak, or silt CST UMBER: t lpa■ and structure aasaiw? 0.0 I F. Is texture sandy day loam, day loam or silty clay loam end structure massive? 0.0 0. Is texture sandy day,'clay or silty day of la clay content and stnsctun moderate or strap. SYSTEM RECOMENDATIONS 0.2 Y. is texture aandy clay loan, clay loam or silty clay loan and structure veakt TYPE: 0.2 1. Is texture sandy day team, clay loam or silty clay loam and stnrctuns moderate or strap? LIMITING FACTOR: 0.4 J. Is texture sandy Ion, loan, or silt Ica and stnarture veak? ELEVATION: 0.4 K. Is texture sandy loam, Ion or silt loam, structure moderate or stray? LOADING RATE: 0.6 L. Is texture tine sand, very tiff said, loamy tine sand, or loamy very Iine sand? LINEAR LOADING RATE: 0.6 M. Is texture cam said or said with single grain structure? 0.8 * see reverse side ~ytill CnNSISTENC D F' V eT Q <2% for location of Inches, ecima eet or common2-20% IIe i Crushine For soil Pits centimeters (show many ic m) >20% TO=- (nil) -(falls apart) units) from top to very friable nlvfr) very slight bottom of horizon. ,l-z~ friable mfr slight B- Nonson Depth Dominant Color IlTte J 1 <5 mm firm mil moderate Muntelt Munsell medium 2 5.15 mm • very firm my strop J.d oR ration)( uses HUE coarse 3 >15 mm extremely firm men; squc i e between C, Elcv VALUE and CHROV A, hands For example, a gray color Pot res®~ MR, S/1) has a hue of fj difficult to see Drv So11 OYR, a value of 5 and a distinct d readily seen loose dl (falls apart) chrome of 1. prominent p3 conspicuous soft ds~ very slight slightly hard ds 1) slight-moderate I)qrnlnqqI color Is the Sltane (note In `remarks') hard dstrong 0-A& color which occupies the streaks, bands, spots etc. very hard IdNo squeeze between C I sreatest volume of the hands horizon. SSMAP ERCI/92 d:Voprors\cstoy9=.wp extremely hard (dell) under foot I yE~ - S - y 2 Noniron Depth DommantColor d - In Muntell describes units (peds) that eparate at surfaces of weakness (e.g., 2msbk, Q, Z m, 1 thin III). Elev a V t p..oWe'a~r 4i d ` BIZ- a tructureless 0 ,,,AD Buregatlon ~'m eak 'L arely observable (abk) (sbk)•v 4: (l') oderate p\~ D distinct peds = 45(- trong durable peds is Granular. platys 1 n lar Prismatic, Columnar rear cry fine ~ ar. Suba ¢tt . Blocky 2 I 0\ <1 mm < mm < mm A4 - _bL 4L, tree (thin) / ,vl-2 5-10 10-20 cd~um O/~,/, !b .S•5 10 20 20-50 p. Not-son Deoth Dominant Color oarse (thick) p C $-10 20-50 50.100 O! _ In Muntell very coarse 1 C >10 > 50 > 100 2 ee - l For platy structure, use 'thin' for fine and thick' for coarse. h oa= Elev . aty pl) flat, platelike _ El rismatic pr taller than wide . columnar cpr) rounded tops •a = Cocky bk) cubical r angular abk sharp edges subangular abk) rounded edges ranular 2r) spherical tl- o structure (pl' _ -single grain (0) so) sandy texture m c -massive (0) ~m-1 finer textures (pr) (cpr)' _ E3, (Nor-Ion Death Dominant Color In rvtuntelt ROOT (e.g., 2 vo 7USD- mcive divisions 90 10 Prefixes Send sizes - EteV a n I coartC ([o • sicl, Ifs, geOS)' xo M1lrJiurn mow y ill < 1 per unit area a0 Finc try F-1 common 2 1-5 per unit area Ver fine n many 3 > 5 per unit area 7C 30 Cubblry llo b Si is Unit are A. CLAY 40 gravelly gi ery fine vQ < 1 mm 1 sq ccra J 60 fine Q 1-2 mm 1 sq cm so \ o edium m) 2-5 mm 1 sq dm r` S0 SILTY T, parse coI > 5 mm 1 sq din ANDY *CLAY 60 40 CLAY SI LTY 10MDARY describes the transition Y ?0 B. Nor-ron Depth Dominant Color etween orizons (e.g., CW). 20 SANDY CLAY CLAY LAM CLA In Muntell LOAM lOAM,dd DI In xo LOAM 60 Elew es rupt a < 2 Cm D fear C 2-5 Cm 10 SANDY LOAM SILT LOAM 90 radual gg 5-15 cm ~ DAM 's T if se d > 15 cm 0 202 SAND o n h 90 So 70 60 50 40 30 20 to 0 . EE moot s nearly aplane PERCENT SAND vavy w waves wider than deep rrcgular 1) depth pireater than width Texture triangle describing the distribution rol•.en b) discontinuous of particles which are less than 2 mm in diameter. 494427 JAN 271993+_ Cj IAMFr - -NMELL l2 St. cro:- ;o- WI f Gd EEW,IFIED SURVEY MAP GLORIA ASMLISSEN AND =JAM WOL.FGANG Part of the Southwest 1/4 of the Northeast 1/4 of Section 3, Township 28 North, Range 18 West, Town of Kinnickinnic, St. Croix County, Wisconsin. Owner's Address: 1279 C.T.H. "N" Roberts, WI 54023 Phone No. 1-715-425-2241 M114 COR. SEC.3, T28N, R18W, N N v~~, q TTED Lq N DS /COUNTY SURVEYOR'S MON./ A N T O FENCE q W N_ N 87. 04' 32"E 429. 4/' 4. W Z 47' 20' O O W WATERCOURSE O tl. ? O \ J ~ Q h \ O ZI 2 ~ Q m \ ~ W v ~ ~ 2 F O OI LO T l m i Zz (A 6.7-•/2 ACRES b Q ~ H k W -4 O Q 82' r , b b 292, 3 SO. F _ O M 6.175 S E X EXC. b O CA 3 QI O v ~ ^ m ROAD R. O. W. ^ O ku W O D, O b b 286, 4 /,7, SO. FT. b O 11.I O ~ ,I p h b o Q b 2 O O vI 2 m a k ~ ? Q ~ W114 COR. SEC.3, T28N, R 18W, ,I m M /COUNTY SURVEYOR'S MON./ f V H16HWAY SETBACK LINE - J H --f--- o y, o Q W N /00' b 2/87.0/ E/W 114 L/N 2655-67- N f' b N 85 • 59' /4 "E 429. 9/' - 249.4 / ' A 87. 04 32. "W $272.09' E114 COR. sec. 3, T2BN,R/B W, Dated: December 30, 1992 % uNPLq- T ED LANDS (COUNTY SURVEYOR'S MON./ 1116 Revised: Jan. 27, 1993 b N S114 COR. SEC.3, T28N, R18W, /COUNTY SURVEYOR'S MON.) SCALE 200' O 50' /00' 200' 300' 400' 300' 600' This instrument drafted by Laurence W. Murphy ~,~~~to~oo~~op OIndicates 1" x 24" iron pipe weighing 1.13 lbs./lin. ft. set. 2 ,i APPROVED UR CE'% 12 M MURPHY o y 1713 2 ~9 J► VER FALLS, • WISC jT. CiRO1X COUNTY LANO•S~,•`%, Vol. 9 Page 2589 ;omprehensive Planning Certified Survey Maps Zoning and St. Croix County, Wisconsin. PerksCommateer aurence W. Murphy' Re stered Land Surveyor If not recorded within 30 days of SHEET 1 OF 2 approval date approval shall be n1dI & void I C EI TTIFIED SURVEY MAP GLWIA A9MUSSEN AND I EE AND WOLFGANG Part of the Southwest 114 of the Northeast 1/4 of Section 3, Township 28 North, Range 18 West, Town of Kinnickinnic, St. Croix County, Wisconsin. I Description: That certain parcel of land located.in the Southwest 1/4 of the Northeast 114 of Section 3, Township 28 North, Range 18 West, Town of Kinnickinnic, St. Croix County, Wisconsin, more fully described as follows; Commencing at the South 1/4 corner of said Section 3, thence N 00°00'00 "E (assumed bearing on the North/South 114 line of said Section 3) a distance of 2660.93'6 to the 90INT OF BEGINNING, of the parcel to be herein described; thence continue N 00 00'00"E on said line 6b1.781; thence N 87004'32"E 429.411; thence S 00000'00"W 681.781; thence S 87004'32"W 429.41' on the East/West 1/4 line of said Section 3, to the POINT OF BEGINNING, containing 6.712 acres, being subject to easement over Southerly portions of said parcel for C.T.H. "N" R.O.W. purposes and also being subject to easements of record. Each parcel shown on this map is subject to State and County laws, rules and regulations (i.e., wetlands, minimum lot size, access to parcel, et'r.) before purchasing or developing any parcel contact the St. Croix County Zoning Office for advice. This instrument drafted b Laurence W. Murphy State of Wisconsin) County of Pierce) I, Laurence W. Murphy, Registered Land Surveyor, do hereby certify that by direction of the Owners, Gloria Asmussen and Leeland Wolfgang, I have surveyed and divided the lands as shown hereon in accordance with official records, Chapter 236.34 of the Wisconsin Statutes and the Ordinances of St. Croix County and that this map and description are a true and correct representation thereof. \S~C O ICI Dated: December 30, 1992 Revised: Jan. 27, 1993 : LAURENCE': • m W MU HY 'ROVED 3 VE LS • ,.WIS,:.•••:' JAN 27'93' LAND S 1' . CROIX COUNTY L urence W. Murphy r.)mprehensive Planning Reg tered Land Surveyor Zoning and Parks Committee If not recorded ithin 30 days of Vol. 9 Page 2589 approval dato Certified Survey Maps ipproval shall be SHEET 2 OF 2 St. Croix County, Wisconsin. null & void STC - 105 SEPTIC TANK MAINTENANCE AGREEMENT St. Croix County OWNER/BUYER / cJ ROUTE/BOX NUMBER lS S~_ L~oi S~ l~ FIRE NO. CITY/STATE s+r~ , In~ I ZIP PROPERTY LOCATION: _1/4 1/4, Section 3 T N, RAW, Town of K~ ~W.z~~iwv.• , St. Croix County, Iii Lot No. Subdivision ~ ,a- Tom. 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 SEPTIC TANK PUMPER. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. St. Croix County Residents MAY be eligible to receive a grant for a MAXIMUM of $3000 of the cost of replacement of a failing system, which was in operation prior to July 1, 1978. St. Croix County accepted this program in August of 1980, with the requirement that owners of ALL NEW SYSTEMS agree to keep their systems properly maintained. The property owner agrees to submit to St. Croix County Zoning a certification form, signed by the owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on-site wastewater disposal system is in proper operating condition and (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge and scum. Certification form will be sent approximately 30 days prior to three year expiration. I/WE, the undersigned, have read the above requirements and agree to maintain the private sewage disposal system in accordance with the standards set forth, herein, as set by the Wisconsin Department of Natural Resources. Certification form must be completed and returned to the St.Croix County Zoning Office within 30 days of the three year expiration date. SIGNED 2 DATE St. Croix County Zoning Office St. Croix County Courthouse 911 4th Street Hudson, WI 54016 (715) 386-4680 Sign, Date, and Return to above address f vjisconsin Department of Industry, SOIL AND SITE EVALUATION REPORT Page/ of 3 + . absr arid, Human Relations Division of Safety & Buildings in accord with ILHR 83.05, Wis. Adm. Code ¢ COUNTY Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but sue' D. ?6 / x -not limited to vertical and horizontal reference point (BM), direction and % of slope, scale or PARCELI. . # dimensioned, north arrow, and location and distance to nearest road. APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION REVIEWED BY DATE PROPERTY OWNER: PROPERTY LOCATION G.EE W p~' GOVT. LOT $W 1/4 NF 1/4,S 3 T a AR E (or) W PROPERTY OWNER':S MAILING ADDRESS LOT # BLOCK # SUBD. NAME OR CSM # 4r IZ7Q G1` - Ifwy IV Z. CSm 6- CITY, STATE ZIP CODE PHONE NUMBER []CITY []VILLAGE 00OWN NEAREST ROAD R0[3e-A TS Wt $ 5 40 s3 (7<S) 4/a5 -iz ~f ,'c cry. f,'fO y, A-/ [7C~ New Construction Use[ ] Residential /Number of bedrooms [ j Addition to existing building j ] Replacement [ ] Public or commercial describe Code derived daily flow (000 gpd Recommended design loading rate • ~ bed, gpd/ft2 ~ trench, gpd/ft2 Absorption area required ~;'10 O bed, ft2 trench, ft2 Maximum design loading rate S bed, gpd/ft2 trench, gpd/ft2 Recommended infiltration surface elevation(s) s-~ P 3 ft (as referred to site plan benchmark) vp,;, (r- Additional design / site co erations 72~571V /S Sv~'T,t-8/C X0/2 AyO~~D - Parent material 5 C, o77,- o -7 S~ T Loy},-t Flood plain elevation, if applicable ft S = Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK U =Unsuitable fors stem ❑ S IRU T7 S ❑ U ❑ S ~RU ,KLS ❑ U ❑ S 9JU ❑ S MU 40/;UnIEX_ s7- co,~l, Trou % 3o°+ /~~4Y Sv~~ - " S 7-- SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench Ground 1019- 24 /o Yle y/4 S~/ ,f, s 6,r die ~s ~0 4- s G elev. ft. C x,'70 /0 /0 S 3 ,~o 51 /,-F, 0& ,w-f/' ~ /u-f s 75 YR 51& Depth to limiting factor Remarks: -soi'LS ,a~,p S~~PAD WET" A4T ✓~C~" Boring # Sh,E' iy►±'Fie S of , S G /3 pz' i0 'e s-/6 / f sb lc „-f'ip Ground elev. G' Q. 7p szy~~ V Depth to _ limiting factor Remarks: Cd~g4m /P ~lr.l S CST Name: Please Print 0 NCIL r,77 Phone: F C,ERT ULEPIGH7 _ 3 - ~ Address: Pv'; _u 18 H LIC. N0-3307 . . w o. 00663 Signature: Date: ~ 1 _ 72 2 Number: i PROPERTY OWNER 6- SOIL DESCRIPTION REPORT Page?-of PARCEL I.D. # 3 Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Tmr& -7772 6`7 10r,,e31Y E 7-1Z /00 5,-l 2 f sb& f R ~s z L, S Ground Z 3 /d y/p y/y C, ~/C f i' C S U-f S elev. f< / ~_s0 7 sye 3/y -7.s y -51 .3, F Depth to Ci " ?o S y~ y~~' 6 I f Q ' ` limiting facto 3-6 Remarks: ~~''ZO v f'£'o'`' SO " - 7F Gv rS !/may 4vE7- . Boring # NOTE oki wi' / "Veep 7D 'fmr " .Ground:::. ,~G /31~.P/ (i5 if'~ -d~ ti~l~ •vQ r elev. ft. ST 09,0,'K C~J t tvT Zo 6 Depth to limiting D,P ~~)v S/ /o LESS /3~ T p,..L, factor /110 U v SV577" Remarks: Boring # Ground elev. ft. Depth to limiting factor FT Remarks: Boring # Ground A elev. ft. Depth to limiting factor Remarks: SBD-8330(8.05/92) 3 a { 3 PL-OT PL-A~ ~ N ~ GU p Df~~l~ Oipi VET ivTO ~i1SE s9 yz c t `~~vp S o ~0 3y . O ' ~ } o0 ~Le0A3 S T3 92 yz f B3 W W SJ SS~~ EST 17 MOLWC1 ~l $yS1'eM I~V~kTioN U 9a•0 /if-APAF- 2l tJl~ . HCMESITE SEPTIC PLUMBING CO. 655 O'NEIL RD., HUDSON, WIS.~~ Z!/82 ROBERT ULBRIGHT 3D NIS. MfSTER PLUMIBER LIC. NO. 3307 M.P.R.S. r !'tM1U Ilv` ( ALLER & DESIGNER LIC. NO. 00663 SCALE" 134Gelloo P1 T$ cyY~wy ti I.L.H.R. 83.08(2) PROJECT INDEX SHEET I A, /V`Fty Owner: Cff~R /1, r /3C 71- 7/,s= G- 3cP //off Address: 9iS ST, e,eOIX S7 ~vo,P ~ v~fo,rJ LviS- s' yo/G Site Location: G- o •g~.ts sw Nom- sue. 3. 7-2 JO w Td~v,~ of /~'iiu~ri~~~•~..v,c sf ~',po~,r cry, Project Description: iV Ecv co.u s TR v c roN Fo.e 1+ U7- .26 ~s.~dcy S~-TV~~4r~~ ter- ~4 ~I ovNp S ys rt-y ~s ppo . /D°s&D SG s S GpD /f+ Z { i Page 1. PLOT PLAN VIEWS Page 2. MOUND CROSS SECTION & SYSTEM PLAN VIEWS Page 3. PIPE LATERAL LAYOUT Page 4. DOSING CHAMBER CROSS SECTION Page 5. PUMP PERFROMANCE SPECS PLUMBER: /V Ec X v1115 DATE: J~%G SITE EVALUATER/ DESIGMER SIGNATURE IV WESEP'M PLUMBING CO. 6%0'NEIL RD., HUDSON, MMS S.. RECEIVED ROBERT ULBRICHT csr 2 y z IMAS'TER PLUMBER LIC. No. 880 *p~ i MA 1 ,a' , n+tir ocswN .Hp,>f g T i OT D a )AI o D PROto 1 a .5~ SepriG 'r,lak - wttl,, gt Sr.1 4o puc iN/OOT dF TAlak D ~O - 9 WeeJtS CoNcREr_- i Gf/+E - l~,t'apvc.T's . o ScA~E• l y4 L ; /34ce4of Pi r s (D .d c RE R,4iPCEL yQti z c F a~ s go o PuµP AA-M6E2 W,Or INISII 7~- Cf /a /Ouc FoQIEM.~%N - a 54 ~ ti ,a 133 / Fl"V A` OF elfit , 1,48 Prior To Plouing- Installer will carefully shift or-orient mound position ( toe line and area under bed agaregare) so gruuuu elevations across slope are as uniform as possible. Suggested elevations (staked one site with lathe markers) are shoran herein R 191 and on pg. 2. y 2,0 sr 7 0 SO . P L. / SV jevE y"5 P~ o Cf y. RA "N„ ~~or gs co ~72, 92- 2 .r Page of - /N ! f~-~' T~ OTC' / Z G i4Tt77~'r9L ,S 9.~ . S Q Straw, Marsh Nay, Or Synthetic Covering Distribution Pipe Medium Sand H r ~a SYS EITopsoil - It, VA 17 r( O~ ' E II D /Zi 3 ' l; ~ % Slope Bed Of !-2*- 2 -2 (Force Main Plowed Sv~yESTED Novup r4,~~fo,P~~ Aggregate Layer ?/-0 0 Ft. t E / • ~ Ft . Cross Section Of A Mound System Using F ~ 8Z Ft. A Bed For The Absorption Area F /,Q Ft. I A Ft. H /,S Ft. Signed: B 6Y Ft. License Number: K Ft. L Ft. Date: Ft. T 17 Ft. W 3z. Ft. Observation Pipet ! Imo---------------------- ~o - rA Io I - I Force Main W -T------------------ ' N I N Distribution Bed Of Pipe. Aggregate Observation Pipe Permanent Markers s~~~~ ~oDS cAplptol Puc- i PR►VATAG%E GW 8N'ound Using A Bed For The Absorption Area j Conditionally A P R q RECEIVED DEPT. OF 6N9USTRY U-3,19, d nsssra of SAFETY- ' r~. - , MAR~ 199.) Page 3 Of Fo o RC • O F o 10 1/ 0 /Um 6- ~r vC V SD /~fl N y//4C€ 1i4S r kle Perforated Pipe Detoll ,66-A r fv-je VA l tJAl E End Vi.,- Pertoroled End CoP) PVC Pip 1 . ~ • nee e Holes Located On Bottom, ~Y \ Are Equally Spaced 7r R SR~& { . * . y 1~~~ of Ox e LM 041 bulwn Pi 15T- DEPr,InTuesT 0.t Hole Should Be DIVI SAFc(OK, PO Next To End / Dislribulian pjp~_gy4uw._..._ P (00 Ft. / SEE COF3l=t.ESPOND''ENG0, R ~d ~-D F> Z X y? I nchPs Inches Signed: Hole Diameter Inch Lateral a Inch(es) License Number: Manifold z- Inches Date: Force Main 2- Inches # of'' hol es/pi pe~ Invert Elevation of Laterals 92, S Ft. D / 51"R %13 v 7"10•J lei J e X 11,P~ E- A04 7,9- Z 41- IL ~S Z ov 'P OT S 7. /41W. !7/S7Ri13U;r1oj DI'SCA Ae6 li~t'~lvD~lC ;0 To r~ / _ ~ a •S RECEIVED MAR t 199 OFF t, • f • A , I~ PUMP CHAMBER CROSS SECTION AND SPECIFICATIONS /p, GE g OF 5 VENT CAP 4%.Z. VENT PIPE APPROVED LOCKING WEATHER PROOF JUNCTION BOX MANHOLE COVER ~ 2.5' FROM DOOR, /,9/3E~ WINDOW OR FRESH 12"MIU. I AIR INTAKE pp, GRADE I `i" MIN. MI ~ I B" 13,0 COIJDUIT 'Cl %lEl/~Tioti PROVIDE - 2-, INLET AIRTIGHT SEAL III II v ~9 SO h I I I I( APPROVED JOINTS A~PROVED JOINT IN ~ I ) III W/C.I. PIPE 1J C.j. PIPE '1 ` I I I ALARM EXTENDING 3 EXTENDING 3 SOIL 0 I II ONTO SOLID SOIL ONTO SOLID B ~ I I g~ I I ON ,ICI ELEV. FT. I c i',' p: • - OFF D qy I 40 glP'0 RISER EXIT PERMITTED ONLY IF TANK MANUFACTURER HAS SUCH APPROVAL SEPTIC E Pi 6457- 5 PEC.IFI'CATI0NJS DOSE LUEEif'S CO c~G/(~£TE PIeO10 " y TANKS MANUFACTURER: IJUMBER SO DOSES: PER DAy TANK SIZE: °QoO LP GALLOWS DOSE VOLUME ALARM MANUFACTURER: L->cUE:L /~Lr12M INCLUDING BACKFLOW: MODEL NUMBER: CAPACITIES: A= ~ INCHES OR 00 GALLONS SWITCH TYPE: MLRGUR Y ~l O A T 5= QZ- INCHES OR Yl GALLONS PUMP MANUFACTURER' ODE~'~/~ /e C = U INCHES OR, / GALLONS MODEL NUMBER: / a ri 230 a U= 9'5 INCHES OR 2-00 GALLONS SWITCH TYPE: { r 1 (r6ygAEK McReu,*y *7- NOTE: PUMP AVJD ALARM ARE TO BE MINIMUM DISCHARGE RATE 3-6- GPM INSTALLED ON SEPARATE CIRCUI'"i VERTICAL DIFFERENCE BETWEEN PUMP OFF AND DISTRIBUTION PIPE.. FEET -rAA)k SPECS . + MINIMUM NETWORK SUPPLY PRESSURE . . . . . . . . . . . 2.5 FEET EAC(A- p + SO FEET QF FORCE MAIN X :2,03 FYoFTFKICTION FAcTOR..Z''0 FEET "V/kIS Zp, Jc-" , TOTAL DYNAM(C. HEAD "0 FEET ,~Ov"I) INTERNAL DIMENSIONS F TANK: LENGTH~;WIDTH OD ;LIQUID DEPTH A RECEIVED MAR OFF N HEAD CAPACITY CURVE 3 7/8 6 1/4 3 MODEL "98" o 4 5/8 a- 25- 3 *A4 a. 5/8 5: = 6 0 } 4 15 3/16 0 61 10 1 1/2-11 1/2 NPT 2-- 5-- 0 U.S. GALLONS 10 20 30 40 50 60 470 80 :r LITERS I 80 160 240 u 0 FLOW PER MINUTE ,r _ TOTAL DYNAMIC HEAD/FLOW PER AIIf1UTE EFFLUENT AND DEWATERING 41 X CAPACITY 12 HEAD UNITS/MIN ' FEET METERS GALS LTRS _ 5 1.52 72 273 ` 10 3.05 61 231 31 3 15 4.57 45 170 20 6.10 25 95 - 3 5/16 „ ` - Lock Valve 23 CONSULT FACTORY FOR SPECIAL APPLICATIONS Electrical alternators, for duplex systems, are available and • Mercury float switches are available for controlling single and ".7 supplied with an alarm. three phase systems. p Mechanical alternators, for duplex systems, are available with or • Double piggyback mercury float switches are available for without. alarm switches. variable level long cycle controls. SELECTION GUIDE I Standard all models -Weight 39 lbs. - `/z H.P. 1. Integral float operated 2 pole mechanical switch, no external control required. ,.I 2. Single piggyback mercury float switch or double piggyback mercury, float 98 Series Control Selection switch. Refer to FM0477. Model Volts-Ph Mode Amps Simplex Duplex 3. Mechanical alternator 10-0072 or 10-0075. M98 115 1 Auto 9.0, 1 or 1 & 7 4. See FM0712, for correct model of Electrical Alternator, "E-Pak". 5. Mercury sensor float switch 10-0225 used as a control activator, specify N98 115 1 Non 9.0 2or2&6 3or4&5 duplex (3) or (4) float system. D98 230 1 Auto 4.5 1 or 1 & 7 - r r 6. Four (4) hole "J-Palk", junction box, for watertight connection or wired-in sim- ;o~> : • <'E98 230 1 Non 4.5 2 or 2 & 6 3 or 4 & 5 plex or duplex operation, 10-0002. f 7. Two (2) hole "J-Pak", for watertight connection or splice. a~ CAUTION For Information on additional Zoeller products refer to catalog on Combination Starter, FM0514; All installation of controls, protection devices and wiring should be done by a guali- a Piggyback Mercury Switches, FM0477; Electrical Alternator, FMO466: IvIpchanical Alternator, lied licensed electrician. All electrical and safety codes should be followed includ- .FMO495; Alarm Package, FMO513; Sump/Sewage Basins, FMO4e7; and Simplex Control Box, ing the most recent National Electric Code (NEC) and the Occupational Safety and - r FM0732. Health Act (OSHA). RESERVE POWE~D DESIGN For'unusual conditions a reserve safety factor is dngineered into the design of every Zoeller pump. i MAIL T0: P.O. BOX 16347 Louisvil~e, KY 40256-0347 Manufacturers of... 0 ZA91Z 1 nI SHIP T0: 3280 0%^ Millers Lane A:! Louisvii e, KY 40216 ,UAI/lr LIMPS /NCE (502) 778-2731 • FAX (502) 774-3624 RECEIVED MAC l• ~ r~ I