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HomeMy WebLinkAbout002-1059-50-000 (2)St. C~olrx County ~'lanning and Zoning Tuesday, Marclr 27, 2007 at 9:07:55 A.Pof Detail Sanitary Information Page ! of 1 Computer #: 002-1059-50-000 Sub/Plat: NA Section: 24 Parcel #: 24.29.16.364A Lot: 1 TN/RNG: T29N R16W Municipality: Baldwin, Town of CSM: Vol. 13 Pg. 3734 1/4 114: NE 1/4 SE 1/4 Owner: Hilmanowske, Richard & Ann 848 County Road D Baldwin, WI 54002 State Permit: 430661 Issued: 01/19/2004 POWTS Dispersal: Mound less than 24" suitable s Permit: New County Permit: 0 Installed: 06/23/2004 POWTS Detail: NA Bedrooms: 3 WI Fund: POWTS Pretreatment: NA Notes Issuer/Inspector As Built Plumber Other Requirements Additions! Notes Monev Owed Kevin Grabau >4/1/00 -Not Required Stang, Joe this is northerly of 2 lots created after a 1999 soil $0.00 Ryan Yarrington Signed ~~~ Yes report was done for previous owner. Phone book and mailing address is #848, not 844 -? C~tssntettance Scheduled Puma Date Pumped 1st Notification 2nd Notification 3rd Notification 6/23/2007 Parcel #: 002-1059-50-000 03/27/2007 08:52 AM PAGE10F1 Alt. Parcel #: 24.29.16.364A 002 -TOWN OF BALDWIN Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): O =Current Owner, C =Current Co-Owner O - HILMANOWSKE, ANN L & RICHARD R ANN L & RICHARD R HILMANOWSKE 848 CTY RD D WOODVILLE WI 54028 Districts: SC =School SP =Special Property Address(es): " =Primary Type Dist # Description " 844 CTY RD D SC 0231 BALDWIN-WOODVILLE AREA SP 1700 WITC Legal Description: Acres: 20.430 Plat: 3734-CSM 13/3734 SEC 24 T29N R16W PT NE SE BEING LOT 1 Block/Condo Bldg: LOT 1 CSM 13/3734 20.43AC Tract(s): (Sec-Twn-Rng 401/4 1601/4) 24-29N-16W Notes: Parcel History: Date Doc # Vol/Page Type 05/03/2004 761310 2562/129 EZ-U 12/30/1999 616228 1481/011 QC 2007 SUMMARY Bill #: Fair Market Value: Assessed with: Use Value Assessment Valuations: Last Changed: 10/25/2006 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 3.000 29,200 251,400 280,600 NO AGRICULTURAL G4 7.430 1,200 0 1,200 NO UNDEVELOPED G5 5.000 7,000 0 7,000 NO AGRICULTURAL FOREST G5M 5.000 6,000 0 6,000 NO Totals for 2007: General Property 20.430 43,400 251,400 294,800 Woodland 0.000 0 0 Totals for 2006: General Property 20.430 43,400 251,400 294,800 Woodland 0.000 0 0 Lottery Credit: Claim Count: 1 Certification Date: 09/26/2005 Batch #: 05-17 Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 ,- vtr~sin Deparoment of Comrneroe SOIL AND SITE EVALUATION Page 1 of 3 Division of Safety and Buildings in accord with Gomm 83.05, Wis. Adm. Code AC.E. Soil & Site Evaluations Attach complete site plan on paper not less than 8'/= x 1 itr,s~: ~RJlart must County ~+ include, twt not limited to: vertical and horizontal ~nit:(BM); direetioq and St. Croix percent slope, sca-e or dimemsions, north arrow, 'and distance to nearest road. Parcel I.D.# z ~ L ~-/ F .3 4 y ' .~;`, ~~'~ ~ `~ 002-1059-50-000 APPLICANT INFORMATION - p/e~i:Qnnt ~~i~f~r~yr~tron ~ ' `, Date i Personal information you provide may be used for ry purp~@~ ~ ~ Law s t5.4?4~1) (m)). /L L Property Owner I ~ ~ i - r'° .~ ~C~ Pioperty Locat'wn Reinhardt, Carl & Lois f ~T , ~ '~~ Gci+ct._L~t NE i/4 SE i/4 S 24 T 29 N,R 16 W Property Owner's Mailing Address ~ dOL1NTY f t# Block # Subd. Name or CSM# 2684 Co. H . D t~ilwit~~~~FiC~ , 20 Proposed 20 Acre CSM (Nl/2 NESE) City State Zip C `PhoneNumber - ~ City [~ Village Town Nearest Road Woodville WI 54028 `'~~.5=6. $- Sal ''' Baldwin County Highway "D" ^ New Construction Use: ^ Residential / Number of bedrooms 3 ^Addition to existing building Replacement ~ Public or commeraal describe Code Derived daily flow 450 gpd Recommended design loading rate •5 bed, gpd/ft~ .6 trench, gpolftz Basal area required 900 bed, ftz 750 trench, ftz Maximum design k>ading rate .S bed, gpolf~ .6 trench, gpdtftz Recommended infiltration surface elevation(s) 102.00' at 12° above 101.00' contour ft (as referred to site plan benchmark) Additional design I site considerations Parent material Glacial tilt. Flood lain elevation, if a livable NA ft S=Suitable for System Conventional Mound In-Ground Pressure AT-Grade System in FiN Holding Tank U=Unsuitable for system ^ S ®u ®S ^ U ^ S ®U ^ S ^ U ^ S ®U ^ S ® U Boring# 1 Ground elev 99.90' it Depth to limiting factor 32" 2 Ground elev 100.60 ft Depth to limiting factor ~10s Depth Dominant Color Mottles Structure i t C Bounda Roots G~/ftz Horizon in Munsell Qu. Sz. Cont. Color Texture ~. ~ Sh ons en s ry Bed ~, Trench 1 0-8 10yr4/2 None sil 2fcr mvfr as 2f 0.5 0.6 2 8-20 10yr5/4 None sl 2msbk mfr gs if 0.5 ~ 0.6 3 20-32 7.Syr5/4 None sl 2msbk mfi. cw If 0.5 0.6 4 32-40 7.Syr4/4 fZf7.5yr5l8 sl till 2msbk dsh cw - 0.5 0.6 5 40-71 10yr4/4 f2d7.5yr5/8 sl till Om dh - - 0.3 ~ 0.4 Remarks: 1 0-8 10yr4/2 None sil 2fcr mvfr as 2f 0.5 I 0.6 2 8-18 10yr5/4 None sl 2msbk mfr gs if 0.5 ~ 0.6 3 18-28 7.Syr5/4 None sl 2msbk mfi cw if 0.5 0.6 4 28-37 7.Syr4/4 flf7.Syr5(8 sl till 2msbk dsh cw - 0.5 0.6 5 37-62 10yr4/4 f2d7.5yr5/8 sl till Om dh - - 0.3 ~ 0.4 Remarks: CST Name (Please Print) Sign re: Telephone No. James K. Thompson 715-248-7767 Address A.C.E. Soil & Site Evaluations Date CST Number Ref # 340 Paulson Lake Lane, Osceola, 54020 8/3/99 3602 1089 ~c,~nG~~ ear l d Loi s z~~~~.~-~y,4 ~c~viCCc, tel. SSE029 ~~ir rtrz a~~~e~sed z Jot es.~, K y~ n E~v,,SEyy Sec. ,Zs~,~-z9`l., 4 ~~ -- pa. 3o{.3 ~ Z Soil t7osQr va.~'r~-, p; E -~ ~ Iv Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM Safety and Building Divis~ '" INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: City Village X Township Hilmanowske, Richard & Ann Baldwin Townshi CST BM Elev: Insp. BM Elev: BM Description: n ~ ,r.//~~ TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY Septic , Dosing Aeration Holding TANK SETBACK INFORMATION Z~2~ 1~ (~ TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Septic ~ ~G ~/ ~ ~ •~~ 1 Dosing J Holding PUMP/SIPHON INFORMATION ~ ~ ,-~ Manufacturer p ( ~ Jr l Demand GPM ~ Model Number 3Z ."` . TDH Lif~~ ~ ''~S Friction Los ` ~ ~ System Head ~1 ~ ~ Ft TD Y Force~[n Length ~~ Dia. Z) % Dist. to Vy~ll county: St. Croix Sanitary Permit No: 430661 0 State Plan ID No: Parcel Tax No: 002-1059-50-000 Section/Town/Range/Map No: 24.29.16.364A STATION BS HI FS ELEV. Benchmark ~~, ~` ~ '0,11_ Alt. BM a aJ~- ~~+ s~; b ra •~ Bldg. Sewer - ~c,S /v3~/,6 SUHt Inlet ~ ~~ ~ 9. / St/Ht Outlet ,„___,. Dt Inlet Dt Bottom 12 ,2L~ ~ ~ ~ ~ I Hearrer a ~.+Q..w.~f.~- 7~ S3 1~Z' I Dist. Pipe ~4,Sr •, ~ 'D~ .~ Bot. System rc ~ ~ ~ ~ ~t , ~i _ ~D final Grade ,1 Z ~~ St Cover ~ ~ ~ ~ h1~ 3 9~ S q. ~D~D ~~ 11 Sflll eRSC1RPTIw7N SYSTEM _~ BED/TRENCH Width ) Length ~ No. Of Trenches ~ PIT DIMEN No. Of Pits Inside Dia Liquid Dept DIMENSIONS ~ ~ ~~ , („_~ ~ SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING nu ac u INFORMATION CHA E OR Type Of System: ~~ ~ J,~) (,,i ~ uN ~R M DISTRIBUTION SYSTEM Header/Manifold ~~ T ~' t li~~ Distribution / (~ !I ' 1~ ~~ Pipe(s) h x Hole Si e , )1 x Hole Spacing 1 Vent to y~e Length 3o Dia j Lengt ! Dia_ Spacing SOIL COVER .. Druca~ra Cvcfcmo Anly vv Mnnnrl rlr et_l;raria Svcfems r~nly Depth Over Depth Over xx Depth of ~ ° xx Seeded/Sodded xx Mulched Bedlrrench Cen Bed/Trench Edges Topsoil ) es No Yes < No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1:~/°~~/~~. 1. Inspection #2:~/~/ Location: 844 County Road D Baldwin, WI 54002 (NE 1/4 SE 1/4 24 T29N R16W) NA Lot 1 ~ f ~1 t ~. ~ Pa el No: 24.29.16.364A (~ ~ 1.) Alt BM Description = Ue~o,r-~- a~ s~~` ''`y ~ ~ /=~ ~..~ 2.) Bldg sewer length = ~~ ~ , .,) (~(' - amount of cover = , ~ ,~ r. ~~ ~!" ~ 0 ~d ~ ~7t71h P~('O~PQ'pI(~rKhu) Plowi~n. R±ac~ Plan revision Required? Yes No ~ ~ ~ ` Use other side for additional information. ~ Z - ~ ' w0 ~"{ Date Ins pctor igna ure No SBD-6710 (R.3/97) t' Safety and Buildings Division ' Colnrty ~ ` ~ ~ . Washington Ave., P.O. Box 7162 201 W ~, 0 ~ Madison, Wl 53707 - 7162 Satti Permit Number (to be filled in by Co.) ,~~®~~~~ (608) 3~ / De artment of Commerce Sanitary Permit Applicatio Stag Ian LD. Number S 7 7 ~ ~` /~ ersonal informatio ou ro tdd Wis. Adm. Code In accord with Comm 83.21 p 6 ~ • , , ~H~ 1 20 m dd ) ili h ' ) tray be used for secondary purposes Privacy Law, s15.04(1 ress ng a rent t an ma Project ddress (if difli 1. Application Information -Please Print All Information S--rZ;~~O ZONING OFFIC ~. ~/ fj/W Pt~retty Owner's Name Parcel t€ /.~ T^l Lot # 144es1~-N- Property Owner's Mailing Address Property Location City, State Zip Ctxlc Phone Number ,~,Q,,p~~/,~ ~~ rj~ ~- C1/ GP'y~ 23 (circle one) T ~ N; R~~teLW (check all that apply) ~ ll "T ge of Buildin ~ ~ „~,~, . y g ~ f B d b ~ te CSM Number Subdivision N au er o e roo or 2 Family Dwelling -Num e ial -D Use ~ U P bli /C ib ~ / , ~ `-'~ "' " ~ ?'3 _ _ u otnm ro escr e c _ __. A A . ^ State Owned -Describe Use • S ~ * V V ~ - ^City_^ Village ~slrip of j 1'l_ a -- lll. Type of Permit: (Check only one box on line A. Complete line B i applicable) `~' tG lVew System ^ Replacement System ^ 'I7eatmenUHolding Tatilc Replacement Only ^ Other Modification to Existing System B. ^ Yermit Rc•ttewal ^ Permit Revision ^ Ciunge of ^ Pernilt Transfer to New Llst Previous Pernut Ntnnber and Date Issued Before Expiration Plumber Owner •. - IV. T~f PUWTS System: (Check all that apply) ~-,! ^ Non -Pressurized ]n-Ground ^ Mound > 24 in. of stuttble soil (I vlound < 24 in. of suitable soil ^ At-Grade ^ Single Pass Sand Filter ^ Constructed Wetland ^ Pressurized In-Ground ^ Holding I'attk ^ Peat Filter ^ Aerobic Treatment Unit ^ Recirculating Sand Filter ^ Recirculating Synthetic Media Filter ^ Lzaclting Chambe, ~l Drip Line ^ Gravel-less Pipe ^ Other (explain) V. Dis ersal/'['reatment Area lnfarmatIan: - Dispersal Area Regttired (sf) , .Dispersal Area Proposed (sf) System Elevation Design Flow (gpd) Design Soil Application te( p~ ~ ~ / ~7~ ~~ __ ~~~• SQL _ ~S~ S~ 'f~~q~gi' 1~ { ~, _ _ Vl.'Tank 1 (, Cap (ty in Total Number Manufacturer Prefab Site Steel Fiber Plastic Gallons Gallons oi'lhtits Concrete Constnuded Glass ', Ncw Existing 'fauks Tanks Sc;ptic or Holding'fank ~y~ ___ Aerobic Ticetment Unit '~ L. 4 basing Ctrambcr ~t'O 7 .• ~SO _ Y/ ment- I, the and igned, responsibitity for installation of the POWYS shown on the attached plans. Vll. Responsibility Stat e Plumber's Name (Hutt) Plu MI'{A41+R3 Number Business Phone N(urtber oe 223 ~i ~ (~ ~' (~Y~ S' 6G _ Plumber's Address (S ,City, State, Zip de) - ' ~ ~ G3 ~i~i//e /. S~rOzB Vlll. Coon /De artment se Onl ~.Appmved ^ Disapproved _ Saniuuy Pernut Fee (includes Crro(utdwater Date Issued ]s ~ gent Signature ( tamps) Surclt:uge Fee) ^ Owner Givett Reason for Denial ~ ~~ ~ .' __ IX. Conditions of ApprovaURcasons for DIsapproval ~~ ~ n f1 ^ ~ /~ ~~ SYSTEM OWNER: ~ # ~ - - r~ 1 Septic tank, effluent fitter and ) dispersal cell must all be serviced /maintained ~~ Y` ~ CS (,~'; ~'r f,~ u as er mana em t l id d b l ~J ~ p g en p an prov e y p umber. 2. All setback requirements must be maintained as per applicable code/ordinances. Attach complete plans (to tt,c County only) fur the system on paper not Icss lnan nut x t t mcnes m s,zc ~t, SBD-6398 (R. 01/03) ` `~""`" ~ ~~ C ~ So, l e /a/ua~i'on /oi E • E/tdCtf,~o,~ nLh- a~ P./, ~. p, pc. e.~ c/- . /oo. Proposed 3 bcdre+om !`t5 ~ dantR I ~ Re~• ~~~,z~ eX,'s~ dr~v~w ~ioposc.d ~rc5¢~ Cor+cr<-Ec w~p ia~/~sz9-ink Canb:natcn S.T. //QC. baJ/~a(o~I ~-~~ eF'f'/uenE Fllb~ u-~ S•Tow~let • T o~'y~"su4 • sl0 A ss µ..,e.d ~~ _.-~ it /E~ d NI.: To 0/'1~ ~, P. ~ e. /o,~e. E/eve = 9S/9.~ , Copy '/'sa(. y0 /~1'.C. T be i~ Su/a tc d a s pow ~ 8~1 ~'~ ~•,% . 9' i ~ ~~ ~~i i~ SIoP~ ~ ~3~ 1 ~~ ~~~ ~ ~;~ Q\e b~ v. ~- ~ ~ ~3 / /p~,0'Carl~Dk r /G8.0' 9~0 ~~ o ~z:~ ~? 0 Proposed Mou..~ d a.t.2~•y8 x /z/• ~ ~ ~ a w/ Nyi z iw' d,spcrsc/ ccJ/. ~ou.n(yJ V /a Fe.^aIs a t /)4 ;r '/9.35/~ ~/ 1~8 "ori f Cs'S S,oacaol af,2.53' CE,. /1~y „~,. eyt isconsin Department of Commerce Safety and Buildings 4003 N KINNEY COULEE RD LA CROSSE WI 54601-1831 TDD #: (608) 264-8777 www. commerce. state.wi. us/sb www.wisconsin.gov Jim Doyle, Governor Cory L. Nettles, Secretary January 08, 2004 CUST ID No.223475 JOE STANG STANG PLUMBING & ELECTRIC PO BOX 263 WOODVILLE WI 54028 ATTN.• POWTSlnspector ZONING OFFICE ST CROIX COUNTY SPIA 1 101 CARMICHAEL RD HUDSON W[ 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 01/08/2006 SITE: Richard & Anne Hilmanowske County Hwy D Town of Baldwin St Croix County NE 1 /4, SE 1 /4, S24, T29N, R 18 W Lot: 1. Identification Numbers Transaction ID No. 957795 Site ID No. 669793 Please refer to both identitication numbers, above, in all corres ondence with the a enc . FOR: Description: Three Bedroom Mound System Object Type: POWTS Component Manual Regulated Object ID No.: 93794 Maintenance required; 450 GPD Flow rate; 18 in Soil minimum depth to limiting factor from original grade; System(s): Mound Component Manual -Version 2.0, SBD-10691-P (N.O1/01); Pressure Distribution Component Manual -Version 2.0, SBD-10706-P (N.O1/O1); Biofilter The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The sub-nittal 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 by the department per s.145.06, stats. The following conditions shall be met during construction or installation and prior to occupancy or use: General Approval Requirements: • This system is to be constructed and located in accordance with the enclosed approved plans and with the Mound Component Manual for Private Onsite Wastewater Systems VERSION 2.0" SBD-10691-P (N.01.O1) and the SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST_SAS (01/81) • Per manual cited above, limited activities are allowed in the area l5 feet down slope of the component area. Soil compaction, excavation, vehicular traffic and other similar activities that impact the treatment and dispersal are prohibited. • The well must be a minimum of 25 feet from any POWTS tank, and a minimum of 50 feet from the absorption area. chs. NR 811 & 812c • 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. COilI~C ~~~~ DE RTMEFIT N QF SEE CORRE • 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. Stat JOE STANG Page 2 I/3/04 • Comm 83.22(7) A copy of the approved plans specilications and this letter shall be on site during construction and open to inspection by authorized representatives of the Department which may include local inspectors Owner Responsibilities: • Comm 83.52 Responsibilities. 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. • Comm 83.55 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. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/insta I l ati on/operatio n. 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, ~~ ~~ Charles L Bratz POWTS Reviewer II ,Integrated Services (608)789-7893 , 7:45 am - 4:30 pm Monday -Friday cbratz@commerce. state. wi. us Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 WiSMART code: 7633 cc: James K Thompson , A.C.E. Soil and Site Evaluations Leroy G Jansky, Wastewater Specialist, (715) 726-2544 v" ~~ MOUND AND PRESSURE DISTRIBUTION COMPONENT DESI ~9ti'~ F14 INDEX AND TITLE PAGE ~~~ ~p~. O~v Project Name: Richard & Anne Hilmanowske 3 bedroom residential mound O' Owner's Name: Richard & Anne Hilmanowske Owner's Address: 1470 5th Ave. Baldwin, WI 54022 Legal Description: NE1/4SE1/4, Sec. 24, T.29N., R16W Township: Baldwin County: St. Croix Subdivision Name: CSM Vol. 13, Pg. 3734 Lot Number: 1 Block Number: NA Parcel I.D. Number: 002-1059-50-000 Plan Transaction No.: Page 1 Index and title Page 2 Data entry Page 3 Mound drawings Page 4 Lateral and dose tank Page 5 System maintenance specifications Page 6 Management and contingency plan Page 7 Pump curve and specifications P4 >- ,,~; ~: Page 8 Site Plan ~ `,' Page 9 Soil Evaluation Report ~FGO~AtERC~ ~N lQfNG 3PpNpENC Designer: Joe Stang License Number: 223475 Date:.. 12/31/03 Phone Number: (715) 684-5166 Signature: Designed Pursuant to the Mound Component Manual for POWTS Version 2.0 SDB-10691-P (N. 01/01), and SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST-SAS (01/81) Version 3.0 (03/01/01) Page 1 of 9 Mound and Pressure Distribution Component Design .~ ~,.. . e I nfonnation Sit _ __ _ i~ R) Residential or Commercial Design F 300.00 Estimated Wastewater Flow (gpd) 1.50 Peaking Factor (e.g. 1.5 = 150%) 450.00 Design Flow (gpd) 13.00 Site Slope (%) __ __ 100.00 Contour Line Elevation (ft) 18.0 Depth to Limiting Factor (in) _ _- -` 0 0.20 In-situ Soil Application Rate (gpd/ft2) Distribution Cell Information ___100.00 Dispersal Cell Length Along Contour (ft) _ 1.00 Dispersal Cell Design Loading Rate (gpd/ft2) '~~~_ 1 Influent Wastewater Quality (1 or 2) Note: Sand fill (D) calculations assume a Table 83-44-3 in-situ soil treatment for fecal coliform of <= 36 inches. 4.50 Cell Width (ft) Are the laterals the highest point in the distribution Y network? „ _ . Pressure Disribution Information '~~ ~ c~ Center or End Manifold 2.25 Lateral Spacing (ft) 4 Number of Laterals _____ _ 0.125 Orifice Diameter (in) (e.g. 0.25) 2.50 Orifice Spacing (ft) _ __ __ i 2.00 Forcemain Diameter (in) _ ^ 30.00 Forcemain Length (ft) _ ._-- 94.00 Pump Tank Elevation (ft) 6.50 System Head (ft) x 1.3 7.00 Vertical Lift (ft) 0.69 Friction Loss (ft) 14.19 Total Dynamic Head (ft) Lateral Diameter Selection in. dia. o tions choice 0.75 i __ ~~ 1.00 _i_ { x I 1.25 _ x ~ _ _~ X__ __.i 1.50 _. x ! 2.00 _ __ _ x __ _ __ J 3.00 x If N above, enter the elevati_on_ (ft) of the highest point. ~__ _ _ _ 5.63 ft2/orifice r---------- --_ Does the forcemaln drain back? __ _Y_ _ _ _ 4.89 Forcemain Drainback (gal) 62.87 5x Void Volume (gal) 67.76 Minimum Dose Volume (gal) 32.95 System Demand (gpm) Manifold Diameter Selectio in. dia. n o t'ions choice ~ 1.25 1.50 __ x~ x , _ x ~ --------_ 2.00 ~ - 3.00 ; --_.....__._._____~ Gallons/Inch Calculator , ;;;...... Treatment Tank Information ~ 64600 Total Tank Capacity (gal) 1000.0 Septic Tank Capacity (gal) ~~_ _ __ 38.001 Total Working Liquid Depth (in) [Wieser Concrete _ jManufacturer 17.00 gal/in (enter result in cell B49) Dose Tank Information Effluent Filter Information 646.00 Dose Tank Capacity (gal) !Zabel .Filter Manufacturer r___-.__ _..._.... _ __._~ 17.00 Dose.Tank Volume (gal/in) ~A100 ___ _ _ _ _j Filter Model Number j Wieser Concrete ___jManufacturer ~~ ~ ~ `.S' ctl Project: Richard & Anne Hilmanowske 3 bedroom residential mound Page 2 of 9 Mound Plan View 1_ Observation Pipe ~ • • Q O ~ • B - - ~. -T _~ -~ -1 ~ L Mound Component Dimensions A 4.50 ft E 25.02 in H 1.00 ft K 10.69 ft B 100.00 ft F 9.25 in z 18.00 ft L 121.38 ft D 18.00 in G 0.50 ft J 5.98 ft W 28.48 ft 450.00 (ft2) Dispersal Cell Area 2250.00 (ft2) Basal Area Available 4.50 (gpd/ft) Linear Loading Rate 10.00 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 103.27 (ft) ~I H teral F • . ; : ; : ~ : Dispersal Cei1 102.00 (ft) La 101.50 (ft)-- - ~:~: Invert Dispersal Cell ;~ ; ~ ~ ' ~' ~ ~ Elevation E ~ ~ D ~ ; ~: • ....... ......~~.......:1 ...... .. 100.00 (ft) Contour Elevation 13.0 % Site Slope Shading Key 1~ 0 Topsoil Cap Q f~~f' Subsoil Cap ©~ ASTM C33 Sand ®0 Tilled Layer 0 Aggregate ~ a 0 c 1.5 ft Z ~ a ~~ 0 0 -r-- Dispersal Cell Typical Lateral --- A Geotextile Fabric Cover See lateral details on Page 4 for number, size, and spacing of F laterals. Laterals are equally spaced from the distribution cell's centerline in the distribution cell (Ax6). Project: Richard & Anne Hilmanowske 3 bedroom residential mound Page 3 of 9 Center Connection Lateral Layout Daigram Force main connection via tee or cross to maniFold at any point. -,-- P •=Turn-upwiball valve or IFx-~IEx12 cleanoutplug Holes drilled on the bottom of the lateral. xl2 jl Laterals & force main of PVC Sch 40 per COMM Table 84.30.5 I S .~k Number of Laterals 4 Lateral Diameter 1.25 in Lateral Length (P) 49.34 ft Lateral Spacing (S) 2.25 ft Lateral Flow Rate 8.24 gpm System Flow Rate 32.95 gpm Total Dynamic Head 14.19 ft Orifice Diameter Orifice Spacing (X) Orifices per Lateral Orifice Density Manifold Length Manifold Diameter Forcemain Velocity 0.125 in 2.53 ft 20 5.63 ft2/orifice 2.25 ft 1.25 in 3.37 ft/sec Dose Tank Information Lockin cover withwamin Project Electrical as per NEC 300 and -~ Comm 16.28 WAC Tank component is properly vented Wieser Concrete Ca acit 646.00 Volume 17.00 Manufacturer Gallons gal/inch Laterals are identic al A B C D Dimension Inches Gallons A 18.65 317.02 B 2.00 34.00 C 5.35 90.98 D 12.00 ~ 204.00 Total 38.00 646.00 3" Bedding u Alarm Manuafacturer ! LevelArm Alarm Model Number DLV Pump Manufacturer Goulds Pump Model Number '~~ EP04 Pump Must Deliver 32.95 gpm at 14.19 ft TDH Richard & Anne Hilmanowske 3 bedroom residential mound 9 9 label and locking device and sealed watertight 4 in. min. Disconnect ~~ E-- Attemate outlet location Forcemain diameter ~ 2 in. Weep hole or anti- siphon device P, ump off elevation (tt) ~-'- 95.00 Dose tank elevation (ft) 94.00 Page 4 of 9 Mound Svstem Maintenance and Operation Specifications _ __ _ _ Service Provider's Name J Thompson,, POWTS#4819 ~ Phone (715) 248-3271 POWTS Regulator's Name St. Croix Count_Zonrn~ Phone (715) 386-4680; --.__. _____._.._________..__._...__ Y..._.__-. 9 _._._ . , ~ _.._ Svstem Flow and Load Parameters Design Flow -Peak 450 gpd Maximum Influent Particle Size 1/8 in Estimated Flow -Average 300 gpd Maximum GODS 220 mg/L Septic Tank Capacity 1000 gal Maximum TSS 150 mg/L Soil Absorption Component Size 450 ftz Maximum FOG 30 mg/L Type of Wastewater Domestic Maximum Fecal Coliform >10E4 cfu/100 mL Service Frequency Septic and Pump Tank Effluent Filter Pump and Controls Alarm Pressure System Mound (~ti;~~, Ins ect and/or service once eve 3 ears Should ins ect and clean at least once eve 3 ears Test once eve 3 ears Should test month) Laterals should be flushed and ressure tested eve 1.5 ears _ _ .Inspect for ponding and seepage once every_3_years _ __ Miscellaneous Construction and Materials Standards 1. Obse-vation pipes are slotted and materials conform to Table Comm 84.30-1, have a watertight cap, and are secured in as shown in the mound component manual. 2. Dispersal cell aggregate conforms to Comm 84.30 (6)(i), Wis. Adm. Code. 3. All gravity and pressure piping materials conform to the requirements in Comm 84, Wis. Adm. Code. 4. Tillage of the basal area is accomplished with a mold board or chisel plow. 5. The mound structure and other disturbed areas will be seeded and mulched to prevent soil erosion and help reduce frost penetration. Lateral Turn-up Detail Finished ••..........•• ............... Grade \ , ~ '~ :':. 6-8" Diameter Lawn . ~ . ~ . ~ . ~ Threaded Cleanout Sprinkler Valve Box Plug or Ball Valve Distribution ' Lateral Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Project: Richard & Anne Hilmanowske 3 bedroom residential mound Page 5 of 9 Mound System Management Plan Pursuant to Comm 83.54, Wis. Adm. Code General This system shall be operated in accordance with Comm 82-84 Wis. Adm. Code, and shall maintained in accordance with its' component manuals [SBD-10691-P (N.01/01) and SSWMP Publication 9.6 (01/81)) and local or state rules pertaining to system maintenance and maintenance reporting. No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death. Septic and pump tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tanks are no longer used as POWTS components. Septic or pump tank manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8-inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component. Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Slats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code. The operating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet fitter shall be cleaned as necessary to ensure proper operation. The fitter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the filter when removed from its enclosure. If the filter is equipped with an alarm, the fitter shall be serviced if the alarm is activated continuously. Intermittent fitter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 1/3 the liquid volume of the tank. If the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise the owner of when the next service needs to be pertormed to maintain less than maximum scum and sludge accumulation in the tank. The addition of biological or chemical addttives to enhance septic tank pertormance is generally not required. However, if such products are used they shall be approved for septic tank use by the Department of Commerce. Puma Tank The pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shall be tested to verify proper operation. If an effluent filter is installed within the tank tt shall be inspected and serviced as necessary. Mound and Pressure Distribution System No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mound shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for vegetative maintenance) on the mound is not recommended since soil compaction may hinder aeration of the infiltrative surface wtthin the mound and snow compaction in the winter will promote frost penetration. Cold weather installations (October-February) dictate that the mound be heavily mulched as protection from freezing. Influent quality into the mound system may not exceed 220 mg/L BODS, 150 mg/L TSS, and 30 mg/L FOG for septic tank effluent or 30 mg/L GODS, 30 mg/L TSS, 10 mg/L FOG, and 104 cfu/100 mL for highly treated effluent. Influent flow may not exceed maximum design flow specified in the permit for this installation. The pressure distribution system is provided with a flushing point at the end of each lateral, and tt is recommended that each lateral be flushed of accumulated solids at least once every 18 months. When a pressure test is pertormed it should be compared to the initial test when the system was installed to determine if orifice clogging has occurred and if orifice cleaning is required to maintain equal distribution within the dispersal cell. Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner, and any levels above 6 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. Continaencv Plan If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in proper operating condition. If the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective component(s) shall be immediately repaired or replaced with a component of the same or equal pertormance. If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surtace, tt will be repaired or replaced in its' present location by increasing basal area if toe leakage occurs or by removing biologically clogged absorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. See Page 6 of this plan for the name and telephone number of your local POWTS regulator and service provider. Project: Richard & Anne Hilmanowske 3 bedroom residential mound Page 6 of 9 ~~ ~ _ '~ Pump Specifications !~ riF~ Jp to 40 IaPI'~I )I_C 11 '~~3 ~IZd 1'~a (V PT ~o r~~~ ~/t' ~nax~mur~~ !Vloter ~il`g:c )f a~E: 115V i~1at~rial~ ~f Construction 3r,.s~, trE r nup!ast;c Features and Berefits •?u; ~~_rt~~n elimiretes I 1 6I,d" :IOJging. +~) f~51) I 'tSlStnf t C )I ~L L~~ICI~. ~F~ .~tiatrc sv~~i,ch. - _ .~ _ _ _'l .o ~; ~i U $ GPM ~~. ___-_____z____._.___J __. _. _J___.._____.__..____._-WnN h~: ca~~; ~ln iu ~~ , ~, ~. -...~ `~ v ._ _~ ~~ ,, _ 1 t7 ' ~~ ~, _ . _ ~ - ~ ,G ~ , ---- --~z .9s ~~ .t~'li~~~i~m-.~Lyap Gf.~~_r~ tel. Pump Speciri~ations Features and Benefits U~s~~~~~~.~~ r ~~~: 1 i' I`,;P =~f~U~ ImGr:l~~ei ~ e~;~ ~;-~~ ~- ;~U'~II:S': 1;;(rli,ll ~ul' (flV?] r1'_;I"-i,l,c itilofur ~ ~~ ~~; Sri ~ I-~::,-~ E~,I ~~~~~~ ~~ ~_~ , _~ A 11) . -, f , .r ~ ~ !i~~,l :]_ I ) -.l"(! U.l_t U~~ J I ,. ._ ~.,~ E ~ ~~r~;~ : _~ s ~ , rrl~~r > > >,~ ~ ~ ~ ~~,~~ iViatorisr s of ~;t~i~slrtiel:on ~~.`t ~~un ~~r.~r. i~o~,~~l .; t_~ C,at 1~:~1 ~'~ n: t t~,! t. ~~I~. r ~, . 1 1 ~31~!.Il,. ~171I1IE; ~ _tC ~ • ~~I',>IJf ESI~LJ' 1' ~~~ I ~.t ~S ~.C _' ~ .... I ~I~i ~-1.11 u',`.~.-..,i~-~ r~.~~ Pi~OC~E'~3 :lrt~ ~~'~SI(~l ic'(r ICl C 0 );II1U0'l:i ~)h;E'/?~l'l~/' BI:C,! `t?il~(:'t' ~! I,' -E'~~ ~(~'E'~ 1,1~C7L1'ii/~~'. !~~ . 7 0~'9 t,, ~ So, l e /a/ua~,'on /0~ • EltJaf~o.~ Proposed 3 bedroom r`es ~ dan ce ~Praposed c,.)e.ll ~ 5'Ca/e: /'= •j!O' ° Red'''`/7.21 ~ v` eX,s~ d.riU /p,~,0'Co~7~ok ~" ~iopost,d v~rc5ei C.o,~,cct-L~t /G8.0 `/~5~. yo/~V.C. T be ~ / w~p icy/`~- rnk Conbintifitn ~Su/aE<d a s ~o~r S,T.//~C.u)/~a(vL/f}./GYl Comte. $Z•30(11~(~1• ~ 9B~ eF'f'/u~nE F'!/ba/' ct-b S.T ou~lc't ~.o ~. ~~y ,.~„ ench a!' ~ T o~'/'~""sue. ~D ~. ,~ 2 " ~ ~~ ~~ ;- ~ ~ q, ~ ~ %~ ( ~~~ ~ LQ. ~? i I ~~ 5~0~ k ,~j S l•~y ~ ~~ ^ °~ i off, b, ~~ ,~ P d, e. /o,~Oe. E/eve _ 9~9.~' o PPOPOSe.d /-'Lownd at.28.5~8X /~-/.38' o w/ yys x /~ ~ d~spcrs~c/ cc.//, ~ou.~(yJ `1 /a Eera/s ~. ~ /J4 ;r ~/9.35/' ~/ Y8'or~ f us S,oace.d ~t~•~3,' _ 8 o-E' 9 i~ Wisconsin Department of Commerce Division of Safety and Buildings SOIL EVALUATION REPORT ,..a.,..,.,, ,.,ah r.,.,,.,, AS \Nie Grim r`mrla 1721 Page _ 1 _of__3 A.C.E. Soil & Site E~raluations ... ---- -- -- __ County Attach complete site plan on paper not less than 8'~ x 11 inches in size. Plan must CroiX _ ___ ______ St. include, but not limited to: vertical and horizontal reference point (BM), direction and _ Parcel LD _ _ __ percent slope, scale or dimemsions, north arrow, and location and distance to nearest road. . 002-1059-50-000 _ _ ___ _ _ Please print all information. Reviewed By Date Personal in(ormalion you provide map be used to secondary purposes (Privacy Law, s. 15.04 {1) (m)) I Property Owner Property Location Richard 8 Anne Hilmanowske Govt. Lot NE 1/4 SE --- 1/4 S '-•} T 29_ N R__ 1G W -- Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 1470 5th Ave 1 ~ _---_ CSM Vol. 13, Pg. 3734- ____ City State Zip Code Phone Number _ ;J City ,i;a Village /~ Town Nearest Road Baldvrin ~ WI ~ 54002 1 715-684-2322 Baldwin Co. Hwy D New Construction Use: 1% Residential /Number of bedrooms 3 __ Code derived design flow rate __ ____-____vru J Replacement ~ Public or commercial -Describe: _ - _____-______ _.______.____ __-.____-_ Parent material Glacial drift __ __________ _______ Flood plain elevation, if applicable ___ na __ __ General comments and recommendations : Install mound system at elev. 101.50' at 18" above 100.00' contour. a Boring # ~ Boring 30" i _ i R A l 1/ Pit Ground Surface elev. __9_7.85 ft - _--- n. . Depth to limiting factor _ ,ca~lon a e pp Sod Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDItt'- 'Eff#1 'Eff#2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 1 0-8 10yr3/3 none sit 2fcr ds as ' 2f,1m_ 0.5 ~, 0_8 8-20 2 ~ 10yr4/3 none sit 2fsbk ds _ cs _2f 0.5 _'_ 0.8 _ - - 3 120-30 10yr4/6 none grls 1msbk ds cw 1f 0.7 1.2 4 ~ 30-78 7.5yr4/6 f2f 7.5yr5/8 Is 1 msbk ds - - 0.5 0.9 Horizon #4 contains 3%4" - 3" bands of Om 10yr4/4 Ifs at 4" -- 12"intervals. Loading rate adjusted to reflect permiability restriction associated with banding. a Boring # ~ Boring - - --- Pit Ground Surface elev. _9_7.72 ft. Depth to limiting factor _ 36'~ in. ScB Apphcaticn Ra,e Horizon Depth in. Dominant Color Munsell Redox Description Qu Sz. Cont. Color Texture Structure Gr. Sz. Sh. ! Consistence Boundary Rocts - _ GPD/it'___ ___. 'Eff#t 'Eff#2 1 I 0-6 10yr3/3 none sit 2fcr ds as 2f,1m 0.5 0.8 2~ 3 6-20 20-27 10yr4/3 10yr4/6 none none sit gr Is 2fsbk lmsbk ~ ds ds cs cw 2f 1f 0.5 ~ 0.8 0.7 ' 1.2 4 27-36 7.5yr4/6 none Is 1 msbk ds cw - 0.7 1.2 5 36-80 7.5yr4/6 f2f 7.5yr5/8 Is 1 msbk ds - - 0.5 ~ 0.9 Horizon #4 contains 314" - 3" bands of Om t 0yr4J4 Ifs at 4" - 12" intervals. Loading rate adjusted to reflect perrnfabili{y restriction associated with banding. ~~. _ ' Effluent #1 = BOD ~ 30 < 220 mg/L an TSS >30 < 1 ~0 my/L ~i`-S Effluent #2 = BOD < 30 rng/L and TSS < 30 mg;L CST Name (Please Print) Signatur CST Number James K. Thompson ~ --~~- ---- ---------3602-----.---------- Address A.C.E. Soil 8 Site Evaluations Date Evaluation Conducted Telephone Nurnber 340 Paulson Lake Lane, Osceola, WI 54020 9/11/2003 715-248-7767 .~ Property Owner Richatd & Anne Hilmanowske Parcel ID # _002-1059-50-000 ___- ____ Page 2__of __3 __. ~ Boring ''~~ Boring# Pit - Ground Surface elev. _ - - 97.18 - - ft. Depth to limiting factor -- --- 19" in . Soil Apphcahon Rara Horizon ~ Depth Dominant Color Redox Description i Texture Structure Consistence B I R o1s __ SzP~i' _ ____ ~'Eff#1 'Eff#2 ~ in. Munsell Qu. Sz. Cont. Color Gr. Sz Sh 1 j 0-8 10yr3/3 none sit 2fcr ds as ~ 2f,1m 0.5 0.8 --- -- - -- -- ----- _ ------ -_- ( 2 8-19 10yr5/4 none I, sit 2fsbk : I ds cs I 2f 0.5 0.8 3 19-24 10yr5/4 f2d 7.5yr5/8 I'~, sit 2f&msbk dsh cw ~, 1f 0.5 0.8 ~ --- --~--- - ------ --- ----- -r- ~---- ----r----- - 4 ', 24-36 7.5yr4/6 - f2f 7.5yr5/8 I stet 1 msbk _dsh - _ai ~ f ---r - ~I 0.2 0.3_ 5 36-63 10yr4/6 m2d 7.5yr5/8 ~, scl Om dh - - ; 0.0 0.0 - -- - ;-- i, - -------i --------j- t- ---;~----t -- ----- ~ ---'----1------ Horizon #4 contains 3/4" - 3" bands of Om 10yr414 Ifs at 4" - 17' intervals. Loading rate adjusted to reflect permiability restriction associated witn banding. ~ Boring Boring # Pit Ground Surface elev. _ 100.80 _ ft. Depth to limiting factor -- --- 1$" in - - . Soil Applicar:on Race ^ Boring # ~'~~ Boring ~ -- - t~ Pft Ground Surface elev. _ ft. Depth to limiting factor in. Soil Applicai~on Rare Horzon Depth Dominant Color Redox Description Texture Structure Consistence Boundary i Rc;ots ! S~PLs__ __ in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. r'Eff#1 'Eff#2 I1 ', j ' Effluent #1 = BOD ~ 30 < 220 mg/L and TSS >30 < 150 rng/L 'Effluent #2 = BODY< 30 mg/L and TSS < 30 mg/L The Department of Commerce is atr 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 608-26G-3] S1 or TTY 608-2G4-8777. .~ .~ enLh ar ~ T o~'y.'t"Sc1 • s[O ~ So, l e /a/ua~i'on ~~ E ~ E/cda~E-~o.~ ~ ~l Re~• ''~ ~ 7Z/ e~ °` eX~`s~ drill aP/~~~' /o~~~ ©FP~, ~i~e ~o~•o'conF~a ~ /G8.0' ~ s~~ ~. ~~y •,~„ u 0 1 ~ IG~ i 9~0 ~/ , ~.o ~. 3 oF'3 P, d. c.. ~o,~oe. E/eve = 9f~9.~ , Wisconsin peparlment of Commerce Division of Safeiy and Buildings SOIL EVALUATION REPORT in arrnrdarx:e with Comm ti5. Wis. Adm. Code 1721 Page t of 3 A.C.E. Soil 8 Site Evaluations CceMy Attach complete site plan on paper not less than 8i~ x 11 inches in size. Plan mgt St. Crobf include, but not limited to: vertical and horizontal reference point (BM), direction and and location and distance to nearest road. north arrow scale or dimensions percent slope Parma I.D. , , , 002-1059-50-000 Please 1~'-M all infom-ation. gY Date Personal information you provide may be used far secondary purposes (Privacy law, s. 15.04 (1) (m)). ~-~ . ( Q Property Owner Property Location Richard & Anne Hilmanowske Govt. Lot E 1M SE 1/4 S 24 T 29 N R 16 W Property Owners Mailing Address Lot # Block # Subd. Name ~ CSM# 1470 5th Ave 1 CSM Vol. 13, Pg. 3734 City State Zip Code Phone Number ~ City ~ vtlage ~ Town Nearest Road BakMdn ~ WI 54002 715-684-2322 Baldwin Co. Hwy D iy'' New Construction 0~= Y' Residential ! Number of bedrooms 3 Code derived design Bow mte GPD _( Replacement `; Public or c:onrmercial -Describe: Parent material Glacial drift Flood plain elevation, if applicable na General comments and recommendations: Install mound system at elev. 101.50' at 18" above 100.00' contour. ~~ # ~ eons 30~~ i R Pit Grand Surface elev. 97.85 .~ ft. n. Depth to limiting facts ~- ate Soil lication App Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP DlfP ` in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 Eff#2 1 0-8 10yr3/3 none sil 2fcr ds as 2f,1 m 0.5 0.8 2 8-20 10yr4/3 none sil 2fsbk ds cs 2f 0.5 0.8 3 20-30 10yr4/6 none gr Is 1 msbk ds cw 1f 0.7 1.2 4 30-78 7.5yr4/6 f2F 7.5yr5/8 Is 1 msbk ~ - - 0.5 0.9 ~---._ Hor¢on #4 contains 3J4" - 3" bans of Om 1 Oyr4l41fs at 4" -12" intervals. Loading rate adjusted to ref~ct pemtiability restriction associated with banding. ~~ # ~ Banr~g N ,/~ Pit Ground Surface elev. 97.72 ft. Depth to liming factor 36 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP D/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. "Eff#1 *Eff#2 1 0-6 10yr3/3 none sil 2fcr ds as 2f,1 m 0.5 0.8 2 6-20 10yr4/3 none sil 2fsbk ds cs 2f 0.5 0.8 3 20-27 10yr4/6 none grls 1msbk ds cw 1f 0.7 1.2 4 27-36 7.5yr416 none Is 1 msbk ds cvv - 0.7 1.2 5 0 7.5yr4/6 f2f 7.5yr5/8 Is 1 msbk ds - - 0.5 0.9 Horizon i14 contains 3/4" - 3" bands of Om 10yr4l~~ 4" -12" intervals. Loading rate adjusted to reflect permeability restriction associated with banding. • Effluent #1 = BOD ~ 30 <_ 220 mglL TSS >30 < 1 mg/L Effluent #2 = BOD <30 mg/L and TSS <30 mgll CST Name (Please Print) Signatu CST Number James K. Thompson ~ 3602 Address A.C.E. Sal & Site Evaluations Date Evaluation Conducted Telephone Number 340 Paulson Lake Lane, Osceola, WI 54020 9!112003 715-248-7767 Properly owner Richard & Mne Hilmanowske Parcel ID # 002-1059-50-000 Page 2 of 3 eonrxl # ,•,,,~ Boring . ~`/7 Pit Ground Surface elev. 97.18 ft. Depth to limiting factor ~~ in. Sal Application Rate H i th D Dominant C l r tion Redox Descri Texture Structure Consistence Boundary Roots lftz or zon ep in. o o Munsell p Qu. Sz. Cont. Color Gr. Sz. Sh. 'EtT#1 'Eff#2 1 0-8 10yr3/3 none sit 2fcr ds as 2f,1 m 0.5 0.8 2 8-19 10yr5/4 none sil 2fsbk ds cs 2f 0.5 0.8 3 19-24 10yr5/4 f2d 7.5yr5l8 sil 2f&msbk dsh cw 1f D.5 0.8 4 24-36 7.5yr4ff f2f 7.5yr5/8 sicl 1 msbk dsh ai - 0.2 0.3 5 36-63 10yr4/6 m2d 7.5yr5/8 scl Om dh - - 0.0 0.0 Horizon #4 contains 3/4" - 3" bands of Om t Oyr4/4 Ifs at 4" -12" intervals. Loading rate adjusted to reflect permiability restriction associated with banding. ~~ # ~ Boring Pit Gramd Surface elev. 100.80 ft. Depth to limiting factor 18 ;., in. Soil Application Rate Horizon Depth in. Domirant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots 'Eff#1 'Eff#2 1 0-7 10yr3/3 none sil 2fcr ds as 2f,1m 0.5 0.8 2 7-18 10yr5/4 none sil 1thinpl ds a 2f 0.2 0.3 3 18-24 10yr5/4 f2d 7.5yr5/8 sil 2fsbk dsh cw 1f 0.5 0.8 4 24-38 7.5yr4/6 f2f 7.5yr5/8 sicl 1 msbk dsh ai - 0.2 0.3 5 38-52 10yr4/6 m2d 7.5yr5/8 scl Om dh - - 0.0 0.0 Horizon #4 contains 3!4" - 3" bands of Om 10yr4/41fs at 4" -12" intervals. oading rate adjusted to reflect permiability restriction associated with banding. Boring # --~ ~~ ~ Pit Ground Surface elev. ft. Depth to limiting factor in. gal Application Rate Horizon De th Dominant Color Redox Description Texture Structure Consistence Boundary Roots p in. Munsell Qu. Sz. Cont. Color Gr. Sz. 5h. 'Eff#1 'Eff#2 ' Effluent #1 = BOD ~ 30 < 220 mg/L and TSS >30 < 150 mg/L 'Effluent #2 = BODS < 30 mg1L 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. • Ele do f~o.~ ' ~J Re~'''`i~,z/ j ey~s~ d-~~~~'"`~~ aP~~pX /pCa t~`an oFP~e '' ~vif ¢- ~ /0~,o'Co~u ~ /G~. D ~ / / 9~~ ~ ~j1o.0 p.d. ~. ~, pe. ASSt.~rne~/ ~~ ' i 0~ ~~ B~ ,,,~ 5 ~~ M/ / ~. /v~ ~? ~, ,~ V Co. ~~-y. .,~.. /~. 3 aF'j P, d. c. ~o,~oe. E/eve: - 95~9.~•' ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM OwnerBuyer ,~?'~~d ~ ~4n n ~7`~ ~/!7~ O ~ S 1~ Mailing Address /~ 74 5 ~~`'`e-. ~'~~i,~~~ ~ ~ 1. S y~Z Property Address 85/f~ ~ • try v ~• -~` (Verification required from Planning Department for new construction) City/State Parcel Identification Number o02 - /0~9- 50' Ooo Property Location ~'/4, SE '/4, Sec. ~` , TAN-R1(~W, Town of ~a.~~!~'- Subdivision ~ ~ ,Lot # ~ Certified Survey Map # ~~/~~~ ,Volume ~3 ,Page # 373 Warranty Deed # ~ ~L ~~ ,Volume .~ ~~~ ,Page # ~~ Spec house ~ yes SYCTF.M MAiNTFNANf'F Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Froper maintenance consists of pumping out the septic tank every three yeazs or sooner, if needed-by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on-site wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1 /3 full of sludge. Uwe, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30 d~a js of the three year expiration date. SIGNATURE OF APPLICANT DATE (1WNF.R f'FRTiFIC`ATinN I (we) certify that all statements on this form aze true to the best of my (our) knowledge. I (we) am (aze) the owner(s) of the property described above, by virtue of a warranty deed recorded in Register of Deeds Office. ' ~ ~~ x r , f~~ , o ci SIGNATURE 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 deed from the Register of Deeds office a copy of the certified survey map if reference is made in the warranty deed Carl J. Reinhardt and Lois M. Reinhardt, quit-claims to Ann L. Hilmanowske and Richard R. Hilmanowske the following described real estate in St. Croix County, State of Wisconsin: cz~i . "C I J. Reinhard ' -7~ ,p .... ~ ~ , *J~ is M. Reinhardt - Name and Returp Thomas A. McCormack 740 Maln Street Baldwin, WI 54002 ~ 16228 KATHLEEN H. WALSH REGISTER QF DEEDS ST. CRQIX~CO., WI RECEIVED FOR RECORD iP-30-1999 9:34 AM EXEMPTL#IM DEED 8 GERT COPY FEE: COPY FEE: TRANSFER FEE: RECORDING FEE: 14.44 PAGES: 1 002-1059-50-000 (Parcel Identification Number) BEING PART OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER (NE %4 OF SE %4) OF SECTION TWENTY FOUR (24), TOWNSHIP TWENTY NINE (29) NORTH, RANGE SIXTEEN (16) WEST, TOWN OF BALD CROIX COUNTY, WISCONSIN, MORE PARTICULARLY DESCRIBED AS LOT NE (1 OF CERTIFIED SURVEY MAP RECORDED sEPT. 28 1999 UME 13 OF CERTIFIED SURVEY MAPS, PAGE 3734 , q OCUMENT N0. OFFICE OF THE REGISTER 01= DEEDS, ST. CROIX COUNTY, WISC RESERVING, HOWEVER, TO GRANTORS, RENTS AND ROYALTIES FOR SAND AN --- _ ._ ~--- 3 NlINER.ALS UNTIL D~ , -- ------ _ _ ,_-_-_ This is not homestead property. Dated this 2~~"" day of C~r~`Ob,e~- , 1999. AUTHENTICATION Signature(s) authenticated this day of , 19_ signature type or print name TITLE: MEMBER STATE BAR OF WISCONSIN (If not, authorized by' 706.06, Wis. Stats.) THIS INSTRUMENT WAS DRAFTED BY Thomas A. McCormack Baldwin, WI 54002 ACKNOWLEDGMENT STATE OF WISCONSIN ST. CROIX COUNTY a 2~`` Personally c me before raze this day of -~obQ-~' 1999 the above named , Carl J. Reinhardt and Lois M. Reinhardt to me known to be the person(s) who ~ executed the foregoing instrument ~; ~' ~t , ledge. the sa ~ r'• ,~ ,'• . ~ ~~ ~ : . signature 1 ~ ,~,'G: type or print name ~ Notary Public St. Croix County, ~~ .:~ My commission is permanent. (If no , , n.~tiate: ~~ !-] , 1962,) *Names of persons signing in any capacity should be typed or printed below their signatures. Information Professionals Company Fond du Lac, Wisconsin 800-855- CERT 1 F 1 ED SURVEY MAP BE 1 NG THE NE 1 i4 OF THE SE 1 i4 OF SECT ION 24, T29N, R 16W, TOWN OF BAL DW I N, ST. CR01 X COUNTY; W "°SCONS 1 N. PREPARED FOR: CARL REINHAROT W li4 CORNER OF SECTION 24. (ST. CR01 X COUNTY MONUMENT FOUND ). S 87° / 7' 44' ~W-NE - - SE-N 4008.94' NW-SE NE-SE :Z ~a :y :m v :p :y NW-SE SW-SE S 87° I T' 44•f 1342. 6I' 12 72, g2' rn ~-~ w LOT 1 8'- 8 0, 091 S0. FT. z 9.38 EXC. RiW g S0. FT. w -v N ~ . ~, w NE-SE SE -SE S 8T° 14' 41'E /343, 18' 1279. 09' LOT 2 20.44 ACRES 890, 432 S0. FT. 19.51 AC. EXC. RiW 849, 9 l8 • SOFT. /293. 69' N 87° 1 I' 3T°Kr 1343. T6 Nom. BEARINGS ARE REFERENCED TO THE EAST L 1 NE OF THE SE 1 i4. (ST. CRO I X CO. COORDINATE SYSTEM ). E li4 CORNER OF SECTION 24, T29N, R I6W. (ST. CROI X COUNTY MONUMENT~i f OUND ). I ' / T0: 09' 60I 1 2, cn TO' .n ~: $I .• :y~ ~: y• .~ n: m v, : . ~: „' A I cOl ro ~: ~ ~ l m~ I y 2 ~ ti : + ~~ .m 65.; os' ~ • m n :d y 65 ~ y ~~ ~: V U ~ ~~ A I °'I ~ ' A rn l o+ o I 2 m O N to ~ ~ ~ N 89.48' 12' E _ ~ A 15. 00' 50,; OT'~ _y~~i ~g i ~ ..VNP.l,ATT.~Q..~4A.lYP.~ ~ . `~= _I= w' 8 . ~ ml SE CORNER OF SECTION ~' ~, - 24. , (P. K. NAIL OF ~' RECORD FOUND ). ~ oAO~ O SET I' X 24' IRON PIPE WEIGHING 1. 13LBS PER LINEAR FOOT. 1`•300' 0 150 300 6 p0 l~NP~.~IT.T~P...l,ANQS E-W QUARTER LINE ~~~ %: WEBER =~ =` S1804 SPRING VA(„~Ey. ~ W1 ~ ,: '~tin..~_ .~y~'• .~.,. SHEET I OF 2 ~A-MES M