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HomeMy WebLinkAbout018-2015-00-004~ Wiscongi:ADepartment 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 Oeverin Momes LLC, c/o Kenneth J. Oeverin Hammond, Town of ;ST BM Elev: Insp. BM Elev: BM Description: 95 . ~ - C.ST TANK IN FORMATION TYPE MANUFACTURER ~ S . N CAPACITY Septic r~ l _ ~~- ~ 1'" Q'~ ~ODa Dosing / ~ J "(- s t'i~ Holding TANK SETBACK INFORMATION TANK TO .. /I P/L /VD! WELL BLDG. Vent to Air Intake ROAD Septic 33 ~~ 3a / ! 3b Dosing ~ ~~ i ~ ! _ Aeration Holding PUMP/SIPHON INFORMATION _ 1 i Manufacturer l C 2 Demand w ae GPM Model Number n _ } ~G~ , TDH Li `7 ~ ~ Friction ~Z ~ System H~ dq TD~ 7~, F G Forcemain Le~t~O ~ Dia.!! Dist. to well ~^_ SOIL ABSORPTION SYSTEM ELEVATION DATA County: St. CrO1X Sanitary Permit No: 515232 0 State Plan ID No: Parcel Tax No: 018-2015-00-004 SectioniTowniRangelMap No: 35.29.17.1123 STATION BS 3~ 5 HI ict.Z FS ELEV. g?• ~ Benghmark ~ ~ ,I L '7 7 ~V Gw Alt. BM ~ ` Bldg. Sewer )3.7 ~7•S St/Ht Inlet 19. ~ ~~ • St/Ht Outlet ~ ~ Dt Inlet ~-- Dt Bottom / % .~ v ~ ` HeaderlMan. a•3 4 ~ , 9 Dist. Pipe Z 3 C g, ct Bot. System 3,~ 9Y, z.. Final Grade ~. 3 95.5 St Cover ~ i S ~ 3 SST oZ•z 6~ 5 SS . 7 .ir /34th,. T7Gw - - ~ I . Z BED/TRENCH Width ~ Length ~ No. Of Trenc s PIT DIMENSIONS No. Of Pits Inside Dia. ` Liquid epth DIMENSIONS ~ S 7 ~ \~, ~~- " SETBACK SYSTEM TO P/L BLDG WELL LAKElSTREAM LEACHING Manufacturer: _ INFORMATION CHA OR Type Of tem: ZQ / /~' ~ ~~ UN T Model Number:_- rJ DISTRIBUTION SYSTEM lU..ru.. Header/Manifold !/ ~.1 Length ! Dia 2 Distribution //Z y Pipe(s) `[ Length 9~ Dia Z Spacing x Hole Size , ! f 3 ~ ~/ x Hole Spacing Z Vent to Air Intake ~ G SOIL COVER Y Precsura SVS+P_mS Only YY Mnund Or At-Grade Systems Onlv Depth Over Depth Over xx Depth of xx Seeded/So d xx Mulched Bedlrrench Center 1 ~ ~ Bed/Trench Edges Topsoil ' ~, Yes ~~ No ~ Yes No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: ~ / , / /d ~ 1-nspection #2: / ~/ Location: 653 191st Street Baldwin, 151t4~002 SW 1 4 NW 1/4 35 T29N R17W) Croix Hills Lot 4 ~~ ~, 'W~'.1'/,AJ Parcel No: 35.29.17.1123 1.) Alt BM Description = ~ ~ G~d» ^•,S ~ P~~"^~ " ~'" t~- 2.) Bldg sewer length = ~ + ~.•-C~`~ o~ P,o...~ ~i` - amount of cover = ~ ^ n Plan revision Required? ~ Yes ~ No ~ ~ ~ ~ ~~ Use other side for additional information. Date Cert. No. SBD-6710 (R.3/97) ~ PA I lD ,~.~ Safety and Buildings Division 201 W. Washington Ave., P.O. Box 7162 __ ~. ~~ ' r Madison, WI 53707-7162 Sanitary Permit Number (to be filled in try Co.) 5/S z3Z Sanitary Permit Appl~catlon Ststc Transaction Number In accordance with s. Comm. 83.21(2 Wis. Adm. Code, submission of this form to the appr are unit is required prior to obtaining a sanitary permit. Note: Application forms Project Address (if di t than mailling address) submitted to the Departmatt of Commerce. Personal information you for secondary s in accordance with the Priv Law s. 15. ' 1 m , Slats. ~ ~ 3 ~ S f Y J I. A lication Information -Please Print All Information 1 # ~ Property Owner's Nate ~~~~NO F~ ~ ~ ~~~ ~ D!~- ZD/S- ~ - Z50 ~ ~J a T ~ Property Owner's AQaillag st`1~N6 Pr ~ Property romtlaa ~ I/z 3 ~f ~P ~ c ~ _ Govt. Lot ~ ~ J yip Pho umber City, State ys,~Y., Section ~ / j 7 / / ~7~7 ~ 1e o T=-~-N' ~E w II. Type of Building (check all that apply ~ f1 ~ ~ # Subdivision Name amity Dwelling - Number of Bedroo ~ Bye ~ ~ t ~l' d 1 J G ~ !' Q PublieJCotrunercial -Describe Use ^ City of CSM Number ,. ^ Village of ^ State Owned -Describe Use ~G wn of $~ ~ 5 7 ov III, of Permit: (Check only one box on line A. Complete line B if applicable) System .~----~. ^ Replacement System ^ Treatmeat!fiolding Talc Replacement Only ^ Other Modification tb Existing System (exphtin). List ' us Permit Number and Date Issued ~ B. ^ Permit Renewal Q Permit Revision ^ Change of Plumber ^ Permit Transfer to New Before Expiration ~~ IV. of POWTS S stemlCom onent/Device: Check all that a 1 CJ v ^ Non-Pressurized In-Ground ^ Pressurized In-Ground ^ At-Crrade ^ Mound> 24 in. of suitable sot _ <?A is of suitable soil ^ Holding Tank ^ Other Dispersal Component (explain) ^ Pretreatment vice (explain V. Die rsallTreatment Area Information: Disp~ Area~po (s! S E~atiPn ` 1 Design Ftow (gpd) Design Soil Application Ra Dispersal Area Required ~ ~ ,23 / y~~ l ~ ~.~f Y~ ~ 1 r2 ~ VI. Tank Info ~~tn Gallons Units Manufactxuer i ~ ~~ New Tanks Existing Tanks ~ ~ /'/~ l~ ( /~ Fn: c3 . wo a ._._ Septic or Holding Tank __ _ _ Dosing Chamber b.?~~ VII. Res onsibllity Statement- I, the underaigted, ass r asif>ility for to:tallation of the POWTS shown on the attached Phtns.l inpsa Phone Number us P/MPRS Number B M ' Pl J' Name (Print) Plumber t ~- ~ 7 ~ 7 2~ ~~~ l ~ JG! ~/ ~ ' , ~~ Plumber's Address ( treat, City, Zip C r ~ ~ f Coun /De ant Use Oa! Pemtit Fee Date Issued Ruing A ignaturo roved Disapp $ A pp / 1 EfJ~J ' ~ 3 Z`j , ~ De nial n~_~~ er Qivat Reaso IX. Conditip~ for Disapproval 3 a ,8/! ~ ~ T'o (o ~~L.; (~!. ~/ ~ o d ~ ~ n t filter an ~ _ 1. Septic tank, efflue ~ 4J l ~ ~tJ~t1 ~ dispersal cetl must aq arse mans rnent plan. providsd~by pliaF• /~ -1- r ~// P41S2rNC~ 2. Ail k teatarernents must bi:R-dlnfaJifie!~ 'f~ ~~ . ~i-/ t~' d'~' ~'~('~4z•~• ~'` i ..Attach to comp SBD-6398 (R. 01/07) Vatidthtu0l/09 m sad submit to the CouWy oafy on paper not few titan a ll21 r t iacha la aloe ~?°.'d~ ,~- - ~ P •~ - ' ~ PLOT PLAN 'PROJECT Oeverina Homes ADDRESS 1433 Cernohous Ave New Richmond Wi 54017 SW 1•/4 NW - 1/4S 35 /T 29 N/R 17 W TOWN Hammond COUNTY ST.CROIX SYSTEM ELEVATION 98.9' 1.6' sand lift BEDROOM 3 CONVENTIONAL AT-GRADE CONVENTIONAL LIFT HOLDING TANK MOUND XXX SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE TANK SIZE 630 HOLDING TANK SIZE LOAD RATE 1.0 ABSORPTION AREA 456 # of chambers none BENCHMARK V.R.P. Top of 3/4" pipe ASSUME ELEVATION 100' Filter BEST GF10-8 ^ BOREHOLE O WELL *H.R.P. Same as Benchmark Scale = 1 /4" = 10' B.M. 535' Property Line g _ 1 AIt.B.M. ~ I~ 3 Acre Parce Grading is to be done to divert run-off away from system Huffcutt Combo T Pro 3 Bedroom House / `~ ~, B-2 B-3 97.5' Tank is to be properly bedded and 97.3' provided with lockdown covers with 96.5' approved warning labels 7% Slope 95.5' Area 15' below system is to remain undisturbed Well is to meet all DNR setbacks Property Line Pro Town Road J~G~ ~~ ~l~ ~ '~'Ir I4 commerce.wi.gov • ~sconsin Department of Commerce Safety and Buildings 141 NW BARSTOW ST FL 4TH WAUKESHA WI 53188-3789 Contact Through Relay www.commerce.wi.gov/sb! www.wisconsin.gov Jim Doyle, Governor Richard J. Leinenkugel, Secretary March 24, 2010 CUST ID No. 226900 SHAUN R BIRD BIRD PLUMBING TNC 1008 192ND AVE NEW RICHMOND WI 54017 ATTN. POWTS Inspector ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 03/24/2012 SITE: Oevering Homes Lot 4 Croix Hills Town of Hammond Transaction 1D No. 1779545 Site ID No. 755348 Please refer to both identification numbers, above, in all correspondence with the St Croix County SWl/4, NW1/4, 535, T29N, R17W Lot: 4, Subdivision: Croix Hills FOR: Description: Mound, 3 bedroom Object Type: POWTS Component Manual Regulated Object ID No.: 1260252 Maintenance required; 450 GPD Flow rate; 17 in Soil minimum depth to limiting factor from original grade; System(s): Mound Component Manual -Version 2.0, SBD-10691-P (N.O1/O1), Pressure Distribution Component Manual -Version 2.0, SBD-10706-P (N.O1/O1); Effluent Filter The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. This system is to be constructed and located in accordance with the enclosed approved plans and with any component manual(s) referenced above. 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 the "Mound Component Manual for Private Onsite Wastewater Systems VERSION 2.0" SBD-10691-P (N.Ol/O1) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems VERSION 2.0" SBD-10706-P (N.O1/O1). In the event this soil absorption system or any of its component parts malfunctions so as to create tl't`jtazard, the properly owner must follow the contingency plan as described in the approved plans. In a~di o , owner must comply with the operation, maintenance and monitoring duties as described in tion V~,~mound component manual. A copy of this information must be given to the owner upon comple of tl'i~pro~ect. All holding/treatment tanks are to comply with Comm. 84.25(7)(a). `- ~ 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. SHAUN R BIRD Page 2 3/24/2010 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. 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. A copy of the approved plans, specifications and this letter shall be on-site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/installation/operation. 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 maybe 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 and the POWTS management plan to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Julia Lewis-Osborne POWTS Reviewer 2 ,Integrated Services (262) 397-6005, Fax: (608) 283-7481 julia.lewis@wisconsin.gov Fee Required $ 250.00 Fee Received $ 250.00 Balance Due $ 0.00 WiSMART`code; ?633 Notice: Starting July 1, 2009, no person or entity may engage or offer to engage in construction business in Wisconsin unless they hold a Building Contractor Registration, or equivalent, issued by the Safety and Buildings .Division of the Wisconsin Department of Commerce. "Construction business" means a trade that installs, alters or repairs any building element, component, material or device that is regulated under the commercial building code, chs. Comm 60 to 66, the uniform dwelling code, chs. Comm 20 to 25, the electrical code, ch. Comm 16, the plumbing code, chs. Comm 81 to 87, or the public swimming pools and water attractions code, ch. Comm 90. The term does not include the delivery of building supplies or materials, or the manufacture of a building product not on the building site. For further information, go to our website: www commerce vvi~Yov/SB/SB-BuildingContractorProgram.html Note: Effective March 29, 2010, we are consolidating our Shawano full-service office with our Green Bay office. Please address all plans, correspondence, mail, etc. related to previous Shawano services, for delivery after that Cover Page Shaun Bird Bird Plumbing Inc. 1008 192nd Ave New Richmond Wi 54017 715-246-4516 Date: 03/ 19/10 Owner: Oevering Homes Location:SW1/4 NW1/4 S 35 T29 N,R17W Lot 4 Croix Hills Hammond System type: Mound System Manuals Used: Mound Component Manual Version 2.0 (01 /31) Pressure Distribution Manual Version 2.0 (01 /31) Page# 1. Cover Page 2. Mound Plot Plan 3. Mound Cross Section 4. Pipe Cross Section/Pipe Layout 5. Pump Chamber Cross Section 6. Pump Curve 7-8. Maintance and Cont/i~ency plan 9-12. Soil test n / / Shaun Bird Signature License n b 226900 RECEIVEQ MAR 19 2010 SAFETY & BUILDINGS SSA Gil ~Cir' O O,LO~~ ~y~J' ~~ ~' PLOT PLAN `PROJECT Oeverina Homes ADDRESS 1433 Cernohous Ave New Richmond Wi 54017 SW" 1-/4 NW 1/4S 35 /T 29 N/R 17 W TOWN Hammond COUNTY ST.CROIX SYSTEM ELEVATION 98.9' 1.6' sand lift 3 BEDROOM CONVENTIONAL AT-GRADE CONVENTIONAL LIFT HOLDING TANK MOUND XXX SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE TANK SIZE 630 HOLDING TANK SIZE LOAD RATE 1.0 ABSORPTION AREA 456 # of chambers none BENCHMARK V.R.P. Top of 3/4" pipe ASSUME ELEVATION 100' Filter BEST GF10-8 ^ BOREHOLE O WELL *H.R.P. Same as Benchmark Scale = 1 /4" = 10' 535' Property Line B-1 B.M.* AIt.B.M. ~ I~ 3 Acre Parcel Huffcutt Combo Tank Pro 3 Bedroom House B-3 ~ Tank is to be properly bedded and provided with lockdown covers with approved warning labels Grading is to be done to divert run-off away from system B-2 97.5' 97.3' 96.5' 7% Slope g5.5' Area 15' below system is to remain undisturbed Well is to meet all DNR setbacks Property Line Pro Town Road ,Mound Sys em Cross Section and Plan View e ~ x r~ ~ r ~ , J :,: l ~ T t ~ A [ i ~ ! w l ~Z ....... t i I t. i ~~ t, t Ej may: 1' :~: L d ' ~ =Topsoil = AST~vI C-33 = Clean aggregate _', Cap Material; sand fill %z to 21/2 in. dia. Dimension Feet A B D E 2. F ~~ G d ~' H I 3. 6 J 7• K r L .,~ ~' ~? , o Z Slo 0 = 4 in. sch. 40 pvc observation pipe -- - T Geotextile ~ g - Fabric ~--}- F Ft zz ., .E. D '! ,~~ -r~ Ft Contour Plowed Surface.. ~G~~ Slope Direction ...~.,~- GENERAL INSTALLATION: a mound .area is .staked out along the design contour. . Exista~g vegetation is mowed and raked off th .site. The mound basal area (L x ~ is plowed with a moldboazd or chisel plow. Plowing may not procee if the soil is wet enough at the plow depth to form a %4 inch soil wiry when a sample is rolled between the alms of the hands. ASTM C-33 quality sand is placed immediately. after plowing. Sand is placed with a asked machine keeping 12 or more inches of sand under the tracks or is placed overhead by a backhoe. ia1 caze :must be used when placing sand of less than one foot thickness to minimize compaction of a plowed surface. After `the topsoil cap is placed, the entire mound is seeded and mulched to promote egetative growth, limit erosion and protect from freezing. The observation pipes are slotted in the to er 6 inches and secured in place with rebaz or a closet flange. 10/071gj i Page of .Pressure Lateral .Layout Two Laterals -End Manifold . Manifold ,, •- Threaded Cleanout :Lateral Turn-up -=~ Plug M ~~ ~ ~ ~ X -~-~ L Force Main r~ ~ / .~~. ~~ P~ ~~vl~ ~~ ~ ~ a~ Distribution Network 5 ecifications Lateral Diameter In. Manifold Diameter ~ In. Orifice Diameter 3 In. X Orifice S acin In. L Lateral Len Ft. M anifold Len ~ Ft. Fotce Main Diameter Z In. Force Main Len F . Long Sweep 90 -Bend ame er wn sp .~ from finished grade. 1• ~~ ~b ••••• Grade •••••~ 6-8 Inch Lawn Sprinkler Valve Box Pressure System Construction Laterals are constructed of Schedule 40 PVC pipe. Orifices are drilled perpendiculaz to the pipe with a sharp drill bit and face down. Lateral turn-ups terminate with a threaded cleanout plug and are enclosed in a 6-8 inch di t la rinkler valve box accessible ,.•••.• 03/05 lgj Page ,._~ of ~- I _. Septic-Dose 'dank Cross Section And Pump Performance. Specifications Tank. Manufacturer , Tank Model Number- ! ~ Total Tank Capacity p() (~ 3 V Max. Bury Depth Minimum Pip ~'erformance aired p GPMi / S, Ft TDH Pump Manufacturer 1; ~/~ ` Pump Model Number ~ Alarm Manufacturer U c C ~ S Alarm Model Number Switch 1~ype , ~ .~ ~~ t Total Dynamic Head (TDH) -Feet Elevation Head Distal Pressure Network Loss Force Main Loss /: Total %~ . Outlet Manhole Ivlin. 4" Above a With Manhole Min. 4" Above Grade Locking I}e«ice. Inlet Marsh < 6" Below Grade Sealed Wa le rtight Securely Mounted With Locking Device . „"" Weather-proof ----- Junction Box . ~. r,... ~' Finished Grade ... .~ -. •..... ~. -- . .. '~ . Vent Min. 12" Disconnect Above Grade Means ` With Vent Cap :.~ ;:; ~ , :: ; ,,; Qutlet Filter ~ • '_---- Inlet ''' ~------" inlet Baffle ~~~~ •;< ----- - ----- ;., '`'~ Switch Settings and Reserve Capacity ''~' ~;: A ;,, :: 1~4" • ~ .. Tank Volume = / GPI `''~ ' Weep ' ~`~~ Dimension; Inches Vo ume Gal. ~'~ :: B :;; Hole :;. (reserve) A . s 3 ? - ~ ~ y '`~ ' .(alarm) B 2 ~ ~ p :: Off Elevation ~ C ~.>: .. (dose) C 7, S .,., ....._ ~--~--: .•: Bottom • "~ (dam) ;D ~ J .., ' ` D , , Elevation `~' Total a~ 3 ~ •.,. ..:.:...:.... ~--==-= Ft GENERAL INSTALLATION: a :septic/dose tank is .bedded .and back. filled. in accordance with the j manufacturer's product approval specifi 'ons. Maximum depth of bury as specified, by the manufacturer may not be exceeded without prior approval. M oie covers exposed to .grade have an effective locking device (padlock) installed. Piping at. the inlet and outlet ` of approved material, connected to the tank with watertight fittings, and . laid on stable soil to prevent settling or s~~gging. The force main is sleeved with 4" Sch. 40 PUC to bridge the tank excavation and the sleeve is sealed, Ovate ght. l~lectrical .service complies with NEC: 300 and Camm 16.2.x. 02/05 LJ Page of , Sant By:~'.HP LaseNet 3100; - ~ ~~~~ ~ 71'J 5.hL tSt3'L! , aaay-v-uv e.at~rm~ , may.. "•• I .•,,ru ~~a~rc ~~~wnp/E~F'Ll..IENT PIJMR ~ ~ --~- $p~ifica ~ ~cai .e. ~ sess~~ ~ xu wee ~ ~ a ^rs e~.w ~ ~ to ~' '~ ~ a~ eras »s are ~}u ~aoa is se ~ ~ ss +a•B 2~ ze apt:t+.cexase ~ ~s ,aoo >a sa ~ n a2 sae zQ 2a set:tt.se:sse sew sos~ wrs- era zao ~ ffi 18e z~ ~ sit : ~ir~e:ase seria•ae ss%o uu~ aro ,ts aw ,~.o ta~ao ao ea ~- ~ s ~, :,,.s+: canrwons oo~r-"~esr~nc>o~ws~.e~aw~w~an~rasw~sse^r~~-wrrrnrhe*+t~•' AA_~_ ruction FfpV- LITERS/tiCRDZ ~[^~ R~,nrii ~.Oa[ed ~eSC IroA _ ~ MOttx' Ho -Irrl~C~~Cf Ma~CTl~tr~ POi Cffibonsra ~ Closed Vace..-. _. . to Voluu ABS .. __.~... Power Cozd _..... -S1TW A 73 ~ R+iexhatnitxsl Sha31 Seal Nitrite with carbon strd - ~. ~ ceramic faces ~ _ .. ... . ~---- _ Staintet*s Steet . <° s a Fssteerera _ .. ... -.. s Shaft ----- --- StainleRx Steet• z.~ : Beatings -- Upper Sleeve and Lower. Ball Bearings FLUM- GALt~S/MrN~3TE F'LM~ s~zfQ~ac~cE cuRV E Lltt~e (i~iatlt Pomp Ca. usv r,onz en seK rases • UidraAem ~ ~ 73137 Phoac Nsl+9ss3! • Baa: F.m.rr: www.Littiet#~tPump.com &3 Form ogs2ss-o~As Qg ~ s~+rs~ spy'' Q ~- P ~ Ts~x ark ~~ ~ . - ~Ha ~~' C1 ~tA ~~' .3D r ~ Na ~~ ~ P~pTar~c` 6 Au ~~ntte Uri PsxnPT ~~~ ~i (~ x i~# ` d PtttssP flts~ f7~ ACs- f'ra~'~' II Pest ~ " f~ Mors~y g p SatydK~~~ ~' ~crltse~ ' C~t~ae~ ~~ S3~ ~~- D ~+~ II ~~ _ ~,~ ~` St2fl ~ II C~~ {et~,3 g~~ s~aa` ttss3 ~~ fig,,. a~~c~ c~C~~ ~ • {~xe:ssu~l ~' . s80 mom- g II p ~ Sodlda ~~ s~ ~- Te>w!~ } 5'tf3` ~foomt ~ ~~ sfxa1e''~0""''"""~~ ~ ~~ ~ Pie ~e .~. vies 4~ ~` ~.~ + tTD~flMic~ SGH~~ Sers~ f~seQ ~ 3 ysaf Eve ~~ © s} ~~~ At feast vnce e~'Y ~ (Y) of xatsk vow ~~ ooh ~ ts~stda) Wtsers cocr+btnod stuff and sccsco ~~ s) ~~~rssss ~ Y~-j . Pump ottt ccusbets~ of tsnk(s3 At feast ~astce e~rst y Cl . s) tns~ ceri{s) qt {east once ev+etY ~ II ~ a} O NA tin ~er~ffllet' Rt imea#, orsce every s} O snsp~ puessp, ~Q ~sfs~s qt less~t artca every `~ ~ ~ ~ mss} p NA r'lsasts ahd At seaat once suety Q ~ Lt yeo~rts) DNA any: ~ ~ ~rxx e~iY c>c~+c ana c~ tCte °r 6!lll~ttEl~~ ~L"~'iGirtB stiff ba:ssa~de ~y sts ired"tVldtt~ Pi'}v1~TS ~' aetd R Snwrar: POD ssr E~+ot~nrt irk ~ l~sbet: s vtsu~ lns~~ ofi tfss $? ff° i ~ ffi ~ for say t~ oD Tssttc ~ m~ of oomb~nsd s'~ ~' ~ cfiee~c ~ e fs+~ev ~{ } ~g on Ilse ~. at ~ pandsrlS of efflfaen# an fl:~e 9~~ o ~~,e low ass ~ s~ ia~ a~ ~q~g me icncsas of the ~~' ~ ~ ~~ ~y s ~~ f~ ar~Y tank ~ EK) ~' scc'"'~'' ch- vvhetl die ~ ~ ~cved by a SBt ~ tie ~` ~~ ax~~ and any i 18, ~ gdfntn~ ~ ~~e~r~ PC31~"S tom~• by a PCB Ttte ~ °f ~~m~ ~.~2 m~o~s c~ i~ ~i be ~ ~~, serr~ , ''~ be ~0 3~e 1~ ~~`y a~ ~ 4o stets oP~t'~1oH ~# tank(s; for the p ~ P~' ~ 5*'AttT tlP AND ~ ~ o~ the P~~ t ~~ ms(s). ~~ for taw ~ #~ sndtcr ctama~9e ~ a ttrat ~ ~npsQd il~ ~ a sePCacJe servfc~ru3 ~ p~ioc to uss: ~2t8c',fl~# l~a~a ~ von#~s of ttsfr tank{s} ren'°v+ed by . , /.'; ~ ~' ~ ~~ ~ std not occur' wtteri sos'i'°DF'difians are fr~azert at the ints~tr'ative surFace_ !~entcs tt~ay ~ above notmaS tlighwater;lexeis. When r is testot~ed the t ter ° PAP cis} iri one tame dose. o~~g ~ ~s}and tray resort in the seras"~ be ~ ~ ti~ Ta avoid this sit~rt tsav$ the ca~ttbertts csf'ttte p~ tarsk rernoveQ by a t>a~ a<surFaoe ~ ~ ~ ~p th® einusM pump or a Piurnbec Or POYVTS Mafimirter to Servtab'r$ ' Prior.~a t ~ pperaStlg i;~fe ptrtnP Vrorzt~s f° ~ norrrlai levels vrilhirs €tie pt~mP tan[C OO ttt7t dti~ ~ t~ ~~ ~ d~Sp~ ~- ~ CtBt dEtYB of ~~ tWs~t ~ ~t~if~SB dtS~ ill' CD[Iip~, ~ ~a t "i5 Meet dawn slope of any moctnd or at-grade sod( ab~amfon aria. _ tt~ ti'3e ~~~ stl:ram ~ impcnve ~ periaomtartoe and the Reduction ordan[natla~ of the l~~tv~' . butts; condoms; caftan swabs; degtt: deft ASS; diapers of the PC31K[~ $~ ~Y ~ r! ~t acrd vegetable ~~ $a~ $tea~ ens; meat d ~~ ~ ;;•de:~ sans'fary rrapkiFis: tampons:'and 3~rafes'salt~terbdr~_ . •srzap`ti _. ABANDO[~ENT' laicen out of service the fntlakving steps sFratt ~ tataen ~ irssrrne that fie ~7°" the ~~ ~ ~ edeirm c~ornpr~ar~ce wig rh_ conim ss.3s. wr~nsin ~4+dm~si~stta6s+e Codes system is prvpert~ranrf sabetj' Ail piphtq tct tanks srtd Pits shaII be disrranttected and the abandoned pipe opestings se~- ., . T?~e conbarsss of art tanks and t~ shelf be removed and prs3periy disposed of isy a Septage Servf~g Operafor: At~et pcfrrrpirtg, aQ tanks euxi Pits shalt be Excavafled arcs removed or #ssesr cflvers tcs~soved•encf the v~ space tried with soti. Brevet or arto~ inert soTrd t~sateriaL .. . COl~IT"1[ifCENCY PLAi1i •~ faflovring measures have been, or must be taic+en< m Prrn+tde a code if the PO1fVTS €a~ and cannot be repaired compliant reptacertaerlt =~~ . D A scr>labie r~t'~ has been evaluated and may be utt~ized far the rotation of a replacement sor7 awn ~~- Tile rep~~nent area should be protected €ram disturbance acid eornn and should not setbadss from e~ng arkd proposed smtci'ure. lot Fsnes and wiefts_ i=aPEure Lo be infringed upon by requ~ it ~ the need for a new soil and siEe`evalualian to est86Frsh a strilable ties ~~ st~B2t vtt~I n~u must amply v~ith the rules in effect at that tir=te. ~~ arm I~pient systems p A suitable r~epfaoemerit area is not avarTabie dr,e to setback and/or soft limita~s_ Barring adwdnces ~ PpWt'S olagy a hofdiYtg tatrk inaY be insl~tfed as a last resort to repiaoe the far7ed PU1IYfS_ %~~~:~he sife teas not beers. etiai ~ id~Y a suitable repfacernerst area tJp~osi fa~cfre of the POVyTS a sod.astd tLS kx~le a' suitable ceplacemerst area. f€ ao ~t area is available a errs evaluation rtsust be fdusg tonic may t+e trlsfai[ed as a Iasi rs3saR to mace the faded PD ~ removal of free bierrsat at and at-g1~de Solt ab°n ems ~` be recaons2reic~ed in pia Ong the sctrfaxo, of such systems must comply wfift tiie rotes to elect at tizac time. ccvi(ARI~iiNti-~ TELNICS MAY GO•ritTAiN LETKAI.. f3ASSFS ~4NfDlOR ifHSt?FfICLENT OX1~•GEAI. SEF'i'ICY PUMP AiiID OTHER TRFA 130 MOT EKTER A SEPTIC, PtJ1liIP GR Q7'HSR T>~-TMiYatr TAN1K t1NDE.R A3titY CIRCIJMSTAKCE.S. DEATH MAY RESiILT. , fiESCUE •OF A PERSOAt FROM. THE IM'ER10R OF A TANK MAY SE FsIFFICULT OR IMP.OSSI~r F ADO1TiONA3_ OOMMEts[TS POYY'~S INSTAtLER Afame / -~ ~C. n.i / / Phone ~ t5 - ~.~~1 -~ Pt?t+VTS MAIAtfi4t[HER Dame Q .~.5~ Phone • ^.- 6' ~ .~'' SF.,PTAGE S[~tV1C~Nt's QPERATt)R iMIP LOCAL I~ULA>Tt/3~KY A#JTHOI~ A9~~ S~ ~r >o~ - ~~ ntarne Phone _ Pitons ~J ~ ~' ; r,:;s aoa;.as area by C+e ~ aftise t~ t..atrye. tde and wasistsam county Zoning ar-d San~n - T~ d°a'°a't neeets trm mimmw~s regvt~eaeraCS dt cis. Ca:rsen 83HtXfisC~ xsd ~-~t~3. t~ ~ f3). w~so~rsstn aQrr~slstrr6vri cads the of eels doesunent ~ ~ g~~ee flee pd~6orresacsce of the PORlifi'S. t~ t~ti t. M--z~//-16-2010 03:48 PM St. Croix County Plan/Zoning 715-386-4686 v. i`sao~sin ~~~. ~~~iia ~ oao w m 86 s m. Dl~vlabr~nSa tyandSuNdtngs` ~ (J~I. ~ t~ ~~AQ~ Attach cornp~fe eke plan on paper not less than 8 Inch fn a iSenmust,UNTv Ino~de, but not limited ta• vert~cel end horttontal 1'elbfe po' BI41, ill peroeM slope, scale ordlmensbne, north arrow, end location wealae print aN lr-/o-nutNon. Pasonsl tnronnscon ycu prove may tis ueal for seconusty pu~posas (PAvsoy lsw, s.19.a h) (im)). 1/4 *'1809 - Paps 1 of 9 Steel's Boll Service, Ina ~ St. Croix I.D. %~-~/1J 'S -IV~~SH Reviewed 8Y// , fl~ Dah French Homes, Inc. govt Lot na 9W1/4, N /4, 935, T29N, ti17W Propsrgr t)wrter's MaUing Addn~•e Lot a Block a 3ubd. Name or C6M~k P.O. Box 950 ~~ na Croix Hills City 8tete Zip Cods Plume t~lumber (_~ Gky ~ VtNsgs ~ Town Nearest fZoad Roberts Wt 64023 715-718-2929 Hammond 190Th 8t New Con WucGon Use: ®Residsnllal / Number of bedrooms 4 Cade derived design flow rate 900 OPl1 U RePlaoert>ant ^ PubNc or oommerolet - Desaltte: na Parent material t3Uty sediment and und~ertyln reddish sandy Loam rill Pb~ PI"M slsveulon, N eppneable ~ ft. General oanmants Mound Deign, system slevatton 88.8gR bswsd on contour line elevation 87.308, No devlatlon from site and re~tt~et~ ? area with out test contacgrtp soil tester due to poor soU conditlona / 5~ r ~ q ~ ~ ~ R ~... t'Io~g * (] Boring pk Ground surface star 97.60 R. Dspth to lim4(na factor 17 ~ hr. SoN Applloetton Rsle Hodmn DspOt Dominani Cobr Redox Osscrlptton Texture Structure Conalsten Boundary IZoob GP DMN in. MunssN Qu. Sz. Cons Cobr Gr. 8z. 9h, •F.nwt •~! 1 0-8 10yr3/2 none all Zmsbk mfr c~ ivf .6 .8 Z 8-17 10yr4/4 none aid 2msbk mfr gw na .4 .6 3 17.48 10yr4/4 c2d 7.Syr5/6 sd ~ 2cablc mfr na na .4 .6 ~~ Q Boring * U Boring pn Ground surfsa star, 97.60 & Depth to NmMlrq Fedor 23 '~In tt G lb Horizo n Depth Dominant Cvbr Redox Description Texhue Sbudure Consi Boundary . Roots all App GP a on ate D1M tn. Munrsall Du. Sz Cant. Cobr Gr. Sz. Sh. •E(pMt •t:trs2 i 0.8 lOri'3/2 none stl 2msbk ~ rnfr q ivf .6 .9 2 9-16 10yr4/4 none std 2msbtc mfr gw ne .4 .6 3 16-23 10yr4/4 none scl 2csbk mfr g,nr ->a .4 .6 4 x'48 7.5YwH4 C2d 7.5yrS/6 si om mlt na na .2 .6 F.6luent 4K ~ BODs> 30 < 220 mglL end T9S >30 <_ 150 mgti • Emuent *2'~ 8017s <_30 mglt. end TSS <3o mgfl. CaT Name (PNa~se Pthtq ' `,~ Slgnatursr- ~ ~ u r David J. Steel 248p~ Address 6teafs 8oN Ssrvke, InG Dad lvalueNan Conduged Telephone Number 844800th St Beklwln, WI 64002 1112?J2005 716.780.0347 , Mar-16-2010 03:48 PM St. Croix County Plan/Zoning 715-386-4686 Property Owner French Homes. Inc. Parosl ID S. Pend{ng . _..-.. _~_ . . _. . . 2/4 Pape . 2. _ o! 3. _ a aO~~ ~ ~ pa~9 Ground aortas alw. 95x70 tt, Depth to Ilmiune factor 20 ' in, Soil Ap 16atNon Rate Hortxon Depth DaminaM Color Redox Descripdon Tsxturo Structure Constabnce 9oundary Raoq GPDAt' In. Mansell qu. Sz Cont, Cdor Gr. Sz Sh. "C-tort •EfAa2 1 0-9 10yr3/2 none sll 2rnsbk mfr a ivf ,6 .8 2 9-15 IOyr4/4 t'10ne sld 2msbk mfr gw na .4 .6 3 15-20 10yrM1/4 Hotta sd 2mtbk mfr gw nee .4 ,6 q 20.48 10yr4/4 cid 7,5yr5/6 scl 2msbk mn na na .4 .6 ~--~---• BoAnp B ~ 19cdng ^ Pit Ground eudaee Blau. _ >t, Depth to pmitinp factor In. oA AppAcsNon Rats Hortion Depth DominaM Color Radax Destxfptlon Texture SWdune onsistenae Boundary l4oats GPDIIt' ln. Mansell qu, Sz. Com. Color Or. Sz. Sh. "entrt •t!IrN2 BO~e ~ [] Bortn9 Plt Ground •urfaae alev, ti Depth to Amldng factor In, n Appaoatlon Race Horiaon Dspth Dominant Color Redox Deacriptlon Texture Structuro onstaronce Boundary Roots GPDM' fi. Hansel{ qu. Sz. Coat, Color Gr, Sz. Sh. "EItA~t •EtI1NZ ' EttlueM tF1= BDDs> 90 <_ 220 mBA. end TSt3 >~ <_1ti0 moll ' EfAusM ~ e BODd S 90 mplL and Tss ~D mglL The Dapartmettt of Cocttnutra is an equal opportunity aervtoa provide sad employer. tfyou need assistance to access services or need maertal in an alternate tbRnat, please oorttact the departttter-t M 608-Zb6.3151 or TTY 608.264-8777, auu.w,o awraot seea'i wn s.~., n+c Mar-16-2010 03:48 PM St. Croix County Plan/Zoning 715-386-4686 STEEL'S SOIL SERVICE INC. David 1. Steel French Homes Imc. 994 240s' St CST-POWTSM swl/4,Nw1/a,s32,TZ9N,R1?W Baldwin, WI 54002 Lic. #24$956 Town of Hammond, 3t Croix Cc. Direct 715-760-4347 Croix Hills Lot, 14 l:ax 715.6$4-3449 Thla evil evaluetioa was conducted m satisfy a Lotdtlg requirement, it may or may not be suitable for your use. The location of this test may or may not be as shown, as permanent lot lines wero not established at the time the soil test was conducted. Legend 1" ~ 40' • -Benchmark 13te. 100,00 ft Top of 3/Q" pvc pipe • =Alt Benchmark file. 100.16 ft ^ Top of 3/4" pvc pipc Borings Boring filevatlons 3/4 8of3 N .7/ FF~(~ ''~ ~$~Q/~$j/~ ~~ OIL AL~A7f~~~PO #1so9 Department of Commerce +,...~fida ce wit m;$5 Wis. A m. C e Page 1 of 3 Division of Safety and Buildings ~"`""~•_. ~•,~ '.' "~~~ ~ ~ ~~~~ Steel's Soil Service, Inc. ~" .~ Attach complete site plan on paper not less than 8'7x-11 inph ~ s1~¢ ,l?UNTY C unty St. Croix include, but not limited to: vertical and horizontal reference- of t B di percent slope, scale or dimensions, north arrow, and location P rcel LD. ~~ - ~ / - ' j ~Jd~ Please print all information. Reviewed By Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). C ~ ~5 Property Owner Property Location French Homes, Inc. Govt. Lot na SW1/4, N /4, S35, T29N, R17W Property Owner's Mailing Address Lot # ~ Block # Subd. Name or CSM# P.O. Box 350 ~1~4' na Croix Hills City State Zip Code Phone Number ~ City ^ Village ®Town Nearest Road Roberts WI 54023 715-718-2929 Hammond 190Th St New Construction Use: ~ Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD ^ Replacement ^ Public orcommercial -Describe: na Parent material Silty sediment and underlying reddish sandy loam till Flood plain elevation, if applicable na ft. General comments Mound Design, system elevation 98.8~ft based on contour line elevation 97.30ft. No deviation from site and ~ mmendations: area with out first contacting soil tester due to poor soil conditions / ~ / ~ ~ .~ . rwC~L (0 7 ~ 1 ~ ~ Boring # ^ Boring pit Ground surface elev. 97.60 ft. Depth to limiting factor 17 ~ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GP D/ff' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *EfF#1 *Etf#2 1 0-8 10yr3/2 none sil 2msbk mfr cs ivf .6 .8 2 8-17 10yr4/4 none sic! 2msbk mfr gw na .4 .6 3 17-48 10yr4/4 c2d 7.5yr5/6 scl 2csbk mfr na na .4 .6 Boring # ^ Boring p~ Ground surface elev. 97.60 ft. Depth to limiting factor 23 ~n. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GP D/ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Etf#2 1 0-8 10yr3/2 none sil 2msbk mfr c;s lvf .6 .8 2 8-16 10yr4/4 none sid 2msbk mfr gw na .4 .6 3 16-23 10yr4/4 none scl 2csbk mfr gw na .4 .6 4 23-48 7.Syr4/4 c2d 7.5yr5/6 sl om mfr na na .2 .6 Effluent #1 = BODS> 30 < 220 mg/Land TSS >30 < 150 mg/L * Effluent #2~= BODS < 30 mg/L and TSS <_30 mg/L CST Name (Please Print) ~ ~_~ Signatures - CST Number David J. Steel ~---- -~~ 248956 Address Steel's Soil Service, Inc. Date Evaluation Conducted Telephone Number 994 200th St. Baldwin, WI 54002 11!22/2005 715-760-0347 .K Property Owner i=Tench Homes, Inc. Parcel ID # Pending Page 2 of 3 Boring # ~ Boring pit Ground surface elev. 95.70 ft. Depth to limiting factor 20 m• Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz in. Munsell Qu. Sa. Cont. Color Gr. Sz. Sh. *Eff#1 *Etf#2 1 0-9 10yr3/2 none sil 2msbk mfr cs ivf .6 .8 2 9-15 10yr4/4 none sicl 2msbk mfr gw na .4 .6 3 15-20 10yr4/4 none scl 2msbk mfr gw na .4 .6 4 20-48 10yr4/4 cid 7.5yr5/6 scl 2msbk mfr na na .4 .6 ^ Boring # ~ Boring pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 ^ Boring # ~ Boring pit Ground surface elev. fl. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fl' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Efr#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 T'TY 608-264-8777. SNll-8330 (R07/00) 562EI'S $dl SftYkE, IfK. .} STEEL'S SOIL SERVICE INC. David J. Steel French Homes Inc. 994 200' St. CST-POWTSM SW1/4,NWl/4,S32,T29N,R17W Baldwin, WI 54002 Lic. #248956 Town of Hammond, St Croix Co. Direct 715-760-0347 Croix Hills Lot, 14 Fax 715-684-3449 This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. The location of this test may or may not be as shown, as permanent lot lines were not established at the time the soil test was conducted. Legend 1" = 40' ~D 3of3 N ~~ ~~ ~d~ i {~"~ ¢ ~ ~' ~3 Iy ~ , ~ ~6 no ~~~ ~ 5<fu G~ ~j 0 ~..,, ~.. ~~s` ,~ ,! ~~ ___--~, jam- ~ - ~5 • =Benchmark Ele. 100.00 ft Top of 3/4" pvc pipe • =Alt Benchmark Ele. 100.15 ft ^ Top of 3/4" pvc pipe = Borings Boring Elevations B 1 = 97.60 ft 5~ B2 = 97.60 ft ~~d ~~ B3 = 95.70 ft B4 = 0.00 ft .c .•~ ~, C v / ~~y ~ /// ~~~ ~ g ~{ ~~~. ~-~~ ~ o ~ i -~C Si n ~/ / ~' Flo ID ~ ~ ~~rn (n .\ co , m ~ ~ o ~. ~~ v~ ~ ~ ~~ ' ~ m p ~~k-'~ ~. ~~'~ ~ ~~~ ~~ . -~ ~. i 1 r i ~ i ~ / ~ ~ / / • , / / ~ / ~ // i ~ / , ~' ; ~.. ~lov ~ ~ z ao i ~ /' Z , ~' / / ~ ~~~ I~'~~cpo~l~~ ~~ x~ •~' ~ ,~~ 1, ,. ~ ~ / ~/ / ~~ ~ --, ~~ ~' \~ ,69'661 ~ - ~~~- - . { / ~~ Z~ ~ ~ ~ ~ ~ z• ~ IV rn e6 ~~ - ~ ~ ~~D ~i~~ ?I j ~ ~ Obi ~~ / W / ~ / ~ / ~ 4 ~ -~ ~ -1- ,~ ~ M~..Lt+,ZZ.09_ N /~ /~ / ~ / ,y(' W ~ /z~ 1~ ~~~ v Dom, ~, //~ / / / ' / ~V ~ i r /,~~~ ~ ~ ~ u~ ~ ~ , .~L; ~ ~-_ t~,ZZ:(20 N ~~_ ~ p; ZZ ~~\ ~ ---~' ~ > ~~~ ~~ %, ~~, . , . , .~ ~1 i I~ 1 ~ i r ~ /z / ~ (/ / v / ~, i / ~ W ~~ / rnf z ~ / v ~,~ o / ~! m o ~(i 00 { / N ~ ,y ' / i n ~ n ~/ i ~ i ~~~ / ~~/ ~ ~ / ~ / ~~ ~,/ / /; i ~ / w/ ~ / /~ /~~ / / / ~ / i / / ~ / , -f-ex ~---Tax-f-- i~ ~ i i~ ~~ ! ! ,~ rr ` ~ t~6 =b ~ ,L l'~6.~ ~ y r-- ~~> `_~___ `--- ~ ~ \ ~ \~~ ~~ i ~ ~ ~ ~~ ,I `~ ~ ~`, I - ~ ~~ ~ ~ ~ ~ ~ ~ ~ ~~ ~ ~~ ~ ~ , / ~ / ~ / /Z1 ~ ~ ~ ~i~ 04 // / ~ V ~ ~! / ~ / ~ z?/41 ~~j ~ .°G9i . / ~~ w -P ..,~ / ~ /~~ / ~/ / w ~~`~~ ~i~ /~I /~ :ry • / ! ~' ,~~ W / i ` ~~~ i~~ / j /~ ,~ / .' ~/ / ~ ~ ~~ i ~ -~ ~"- ~~ i /~ i / i i - ` ~ ` ~ ` ~ ~ ~ ~ ` ~ ~ ~ ~ ~k ~~~ ~ ~, ~ ~ ~ ~ •~ i ~~ ~ ~ ~ ,zs ~~£ M ~ a ~ Vii- -~- i--t- '~ ~ ~ ---t 7----~ - ~ ~~ ~/ i ~ ~ r I/ z ~ N / ~ cNr ~°' °'~ ~ ~ 7=~ ~~~1 / ~ / /~ / ~/ / ~~ ~~ ,/ ~ Z $ ,Q' "---'tom / / / j ~~ / z V /? 60 /. wi Warn ~' ~~~~~ .I~ ~~• ,~ N ~~, ~ J t ~ ~--}----ex 1~ i ~ i. / I ~~ ~~ A A A I - -L. ST. CROIX COUNTY SEPTIC TANi~ N~~~1't`ENANCE AGF~E~T . AND O~HIP CERTIFICATION FORM Owne9r/Buyer ~e ~ n ~- / ~ j r ~~~ Parcel IdCn#ificaziaaNutnber 6/$ -- ZD 1 S - Di0 •- CitylState pro Location5c-t7 ~4 ~1 ~.~J 1/4 , Sec ~ T ~ ~N R ~ /'W Town of PAY . , Subdivision ~-~~~- I,ot # ~- Certi$ed Survey Map # _____._.~ Volume __ ,Page # Warranty Deed # _, Volume _ ~ Page # ~ Lot Imnts ' is yea mo SYSTF~M M Il` ~~ r~ s~ 'FVNER C'.FRTIFIC.4TiON caold resatt is its pxear+aba'e fa3lote to b~,die ~ use amd ~ ~-esy tluae Years oz soap, ifneeded. b9 a 3iceased Po~• 3^~ P~ ~O of i~t tlae wasoe dispoa~ O~ task as a tie system eaa a~ ~ ~~ 12 - St C~"oix Count' Sam` Ofd zt~~ sn is §Comm. 8352(1) gad ~ C2asp~tcr 'Ihe paoparty o~vnea agrees do subaaxt to St. ~ eouacy Piaaanias ~ ~8 D a ~. by the ownct sadby a mash pyntianpbimber, ~P ~ e liceasedpti>~ ~ ~ a teak is wastewaba disposal sysbam is is paopea' ope~8 coaidstson aa+dJor (2) af.6ar ~ ( less thaa 1I3 fbll of dodge: with tlaa Lwe, ~ ~ b~ sGad die above regv and agtee'm aaiia~~N~ R,esa~na~a., S~ of Wiacamsm ~~~ get ~ , as set by the Daps of Cow ead the Depat'~~ Certification stating that your ayst,em l>aa begat maiatemed must be coss~labed ~' r~'"0a bD the St. C~c County Plaamag & 7Aaiag witbm 30 days ofthe tba+ee year ~ ~- ftive Uwe ~, that ~} .oa finis form are tree to the beat of myJour knowlodge- pmpaty desc~bed above, by virtue of a why deed r is Regisxr of Deeds Office. ....~ Number of bedrooms __ o~t_ I@IAT'[7RB OF C~T(S? ~I ~SI~-~ DATE :.:~,;y ; that is miarelaxeseeotoa may rasnu is the sanitary permit 1~8 ~ by the Pl:mmin8 & Zromiag D- deodfromthe Register of Deeds Office gad a copy of tlbe e~Od ' ~P'f Itzclvda with dais ~ a recorded y . refenamce is mach in the waaraanty deecL . .. I/we am/are the owae~(s) o .:~ (REV. 08J05~ _ vn,, ~7"~"!fir~ .cb - v ' vt~'Y.-k ~ r-. ~ ~ . ' r ,~i= r'°"4"d{ rt ~3 ~. '=j LL ~ U ~ li I CV Q o ~5r <} `~°' ~"' Q ~ _ ~ ~ U Q ° ~ ~ ~ II Q ~ ~: m ~ ~ ~ ~ ~ r ~ ~ ~ ~ ~ J r ~ ~ ~ ~ ~ O ~ /~~ ~„- J ~ C~ w ~ ~ CO I w " ~ ~ _ N 01'29'01" W 97.74' J J '- (~. ' ~. ~ ~ /3 M ' Z Z o ~ d ~ ~ w /2 3 = ~ ~ P ~ O~ ~~~ ~ ~P °' ~; r- ~ p \. \~~, .. Z ~ .~' ~ ~ ~' ~ v \~ / O M ~ ~ p \ Z ~ ~ /~ ~ J) - - ~ 178.17'- - - 0 225.00' 3z. ~ ~ ~ w _ ~ --- 1 ~ 1ST S 00'22'47" E 4 3.17' S THE E T ----{ - oU ~ ~. Q) ~ N 00'22' 47 " W 403.17' ~ ~ ~ Z I ~ - 203.49 --- 19 9.6 8' -~- - 00 w ~ ~ ~ ~ ~ --i r _ I~ _ COUNTY PLAT OF. ~ ~ NW CORNER SEC. 35 (FOUND BERNTSEN NAIL) °m VOL_20 PG. 5137 CROI~ I~IIJ~S ~ ,;~ ~oT2~S>~ N NORTH LINE OF THE SW 1/4 - NW 1/4 LOCATED IN THE SW i/4 OF THE NW 1/4, OF R.A. (S89'56'44"E) UNPLATTED SECTION 35, T29N, R17W, IN THE TOWN OF N 89'28'25" E 1331.28' LANDS HAl11AOND, ST. CROIR COUNTY, WISCONSIN. - _ I I 1293.13' 'aa LOCATION MAP; 32.'9' ' R.A. (13as.D6') ~' f,°asn.9s' R.A. (32.22') 1305.09' :I ~,R, (WOT TO SCALE) ~ IGC' ~I 7 SEC-ON 35, T29N, R77W, `\~=1Dls o D____ rN_f_-_ I ~ ~\~• UTI,OT PLAT B~ B' 1 LOCATION ~ 33' as ~ I 1 M 9769 S.F. OUTLOT 2 0.22 Ac. I '~ 718027 S.F. ~ , I N ~ 16.48 Ac. ! J n SCwl: 1'® I' N " a a ar IW z sW sE NL aEAAWrs Ns AFFSN7CEp ro 1 ~ ,o ni YcSf SME ff 1NE NN 1(1 I p ASQNED 10 ~lW N 0071'SO' w w 60n1 m :~~ I~ N ~ N6751'C9"W F N 86.85' Im I i0 CENIER Oi ~ I DRAINAGE EASEMENT NOTE: I EASEWENr ~o ~~~1 ~ -. ..- -- -.-,N [NNA~Nrp Wlpr NO ONEN OR RESOENi SNNl DO NirANIO Nanl tI0P0 I ~ lP ~x. Or0®n a gipaAr Wn%Flf WM OR [9LYNi n[ 9%AAnGN Or 1M APPR4[0 ! '~ ~ o CONAAFIp196{ MA7EN OAINACE AYO $Dl FAOSriI PLAN f0R " - - .- - - _ - n6 PUt. n95 9MOIIOFS aJf S N01 Na1E0 i0 aNaNO GP011, ", / i ' ~ - - - - - - o9saucnN6 rAlErWln 9WIG aw [a:AV"nNG a7 %ANn9c % z ~ ' N 89'42'58' E 468.61' m NIY Paa EASDNNrS, WAIEA CRNNA[F PiGES, NAIIA m AIHWAK, ru7m CULWitq 66R91s aA aASS slml¢ ~ o ~ C2' ' 4 D o ~ i , -' - - - -66TH STREET ~- o N GENERAL NOTICE STATEMENT• f w ~ I / ,' ~ s 89'42'56" W 469.34' ~ \° i a, r- 6A61 NIlRYL sroN1 a na vv nun n vaur ro sua, N Z u ~ / / 03 -- -225~.~'- - - - - 225.06'-- - ~ Z [aan. No ro9r1s1P u9a NA¢ No r4GAAnaNS (l6 ~ o I C~CD I ~ ti5 t' ~, m ISIf.NOS Anwew l0i 97[ AOCES NI PNNLI, C21 arORE IC o ~ / g0' i 19.26' o. NNauVNS an axireac rNr AµQ6 ar 6A10, caNrur INA st. Z r ~ ~ , '~ `~ / ® ~ ~ ~ 0 IC am wan rcxN am¢ ua >K M%pPMIE rorx ~ car ~ _ f N 89'25'10" E 6 / g1. ~ , - - - 1 > 0 0 z aN¢ ID m D A u 60.00' / i / ka5~ ~ 6tig81"~ ~ z z ~ ~ `o J ~ I~ UTILITY EASEMENTS: i~ o o a m I - _ .~ ~ /' ~ 6~~ 5 i'} / o o N ? ~~ m m z i m m S 00'34'50" E s l 1 ~ Q o' m m Norala6ua6crassa[rox9lAOmmaourac o i ~ i NsrNUna1 NAAD tana9 wn aNWr sla[ a OBSWU01 NN9N ~ -I ~ ~- - _ 1.00' ° / 1 S 2711'07' E J J to 0 rLnw xrr Lor uN aA snot a[ nN 4snn9XCt ar A surWr ~ I A ~ N -- -- .._ - ~ %~ 155 r 0 o m =,~wrNNnN~tANnA~Iar=arAN~>MJINS~N ~ m= ~ ~,/~ 53 1i ~84.44'LOT 6 N I,OT 7 W~~D sr6rvn: umn CASwdrs As Na[n s6r rmrN AA rcA nIX us[ D N - N 89'2510 E ~ a walc xaa wo vNrAN7naJC umtts xAwc A NsNr ro Z at ~1 mni n4 XN.A p Z"~ 9 °_ 146,8~a_a~ ~~ ~ 66 ~ ~ LOT ~ 0\ Z 71641 S.F, to a o ( Ito f w °o• $ m U 06- ~ 1 1 ~ 75448 S.F. ,,, w 71889 S.F. ~ I6n NOTES: s esz59D" W - , ~'~ ', 1 '. rD , - S 62'49'52' W 1, ~1 1,73 Ac, m 1.64 Ac, ~ w \ _ 146.82'- - - - aat smAa . w' NNE:s 6rvaux N6~9 ' a ~ ~ 92.49' 1 1 I ~ N 1.65 Ac. ' Z NCA9A%0 rash A-0-N) f °~ / ~ N 2111'01°~' W 11 1 '1 rv ', a ~ ~ srcst,erar.lzs' ~ ~; 5 OD'34'S0" E_ I ~' I I ~s[aAa.~ ~r l~,~~1~96 " C 1.00' _ 84.44' u ~ ~'i,SG li ~ ~ ~ ~8saal~s ara iw~oDwiaartNauNEnoAUeLOLromAO, 1~ OA1i N S 89'25'10" W LOT 1 15G~ I 1 II -.- - -_ ~- - --- -- L. - - _J A RBCLStBILrsoTflce ! ~, a IGG, 6D.oo' 97573 S.F. Il II ' 220.80' 225.00' 225.84' DIX ~O.~th Itl0All11N II--r y 2.24 AC. ~, I I I ~. _-- -- --N 89'3113" E 611.64'---- -- ~- -, IgN.9AO CO I LBO=Ion 31 _ ~ ~I ' ~-sos~ ~O ~ ----- -- ~ I I o Mp ~ II'3 --N 8895'55' E 560.22'-- - ~ o .~9~- ~ - ~ LEGEND: 4~ u91~ !fix i'-,wWr 17 DANNAGE t ~ ~ p ~~ N,~>rI~NENr LOT 2 ~ ~ LOT 5 N~ _ h I N m I 153016 S.F. mo -- -- ~xc sE1BAacs ~ PROaas[D DRINI wAr Lounnl :~ J `" 109143 S.F, o f , m m u (n J 3.51 Ac. It unun EASEUENr 7~~.-J > b 2.51 Ac. ~,°D z ,~~ I N - - - - SEr 7/1' er IB' IRON %N I~ '~ Oo LBO=1071.]1 W ----- atAWA[t EASENENr INR L wr ~ ~otNta LOr caRN[RS llly___33, I I I o ~N ~ L-- --- - -- - - - J~ a FpIND I' WON %PE cauxrY NONUNENi FOlwO AS NO1E0 ~ SE1 11/C BY 18' WON %N Wf. 1.174 IBS/TI NWE HICM WA1FR ELEVAOON I LBO LO'AESi BU[pNG OPFN%G ' R.A. RECORDED AS 6 CURVE DATA TABLE; .3 NwXrA AAN1rs trn uc awv rrn m r..,"». ~,,,~, ~...,,. ,.., ., CI 767.00 110.11 1676'18' 968.E _ N 7697'01' E __ N 8975'17 f ...._.. w. N 671837' E Q W.00 107 0 1631'06' t01.N X 7675'SS' E N 61'1657' [ X B9Y7'S7 E cJ J67.a9 I71J1 1cs/'o6' I76u s 767s'ss' N s 691756' N S 67N'SY N " wm 7oase rslsm' 100.7/ s IJ•a5r E s tnr9r [ s ar:tlr [ LOt 6 IA00 1S9.6J 11@757' IS0.86 S I7n9'N' E LOt 5 17).00 50.95 06'N'78' 5091 56115'4' F LS 76700 171.70 16'16'10' IHI.I/ N IJ'W'SY W N W71'/7 w N 1711'07 N C6 171.00 14.[6 1fi76'IB' 799.tfi 5 997'4' w 5 61'N'sY w 58975'17 w -„ -- -N 89'59'43" W 559.42'- -- -- `'~~~ I,OT 3 ~" icily` ` 112682 S.F. % Hwf=1069.31 1 2.59 AC. I f,~.r~9 ~~~ L80=107L31 N22'02'10'E loa' k^4 86sa' 1 ~1 i0 EfN7ER OF 2.19' C) EASENENr / ~ - ~',-558.69'- - - , ~ I-3v r- - - --N 89'3113' E 667.30'-- - -- £ m ~ ? A i® ~, n I U 7 ~ \ V Pj \ 1 ~, "Vy~ . 0 1 ~1 ~ N,"~' ~ s 0 ~6 i a4°'I f'Q~NW£=107}49 ~I NwOAArrA Arai S 89'37'13" W 1330.51' OA-N-W, [Aglpl ry IX'°~0Jd1~^'~ SOUTH LINE OF THE SW 1/4 - NW 1/4 PJ 1/4 CORNER SEC. 35 °10°°'"""a"' JNO 2 3/8" O.D. IRON PIPE) UNPLATTED LANDS LOT 4 149992 S.F 3,44 Ac. LBO=101550 7.66' ~,~____J t R C.- UNPLATTED LANDS ORAFIED BY: BRIAN PERSON fnNWHREY ENEAVEEWNG SHEET 1 OF 2 STATE BA:Et 4F VYISGONSIN FARM 1 - 2000 WikR1tAIV3`f' D~&D TffiS Dl%ED, made bet~gt The River)Qanic. Cmnto~ , Oevering Homey I3.,c., Wireontltt dmi~ uabllity ~Wtty. t3ratdee, Gr+moor,. for a va]uab~ ~. yp Qe tie lblkavhmg de~«a~hea rat ~ sc t~aiac , sate of wig (me "~i: Leu 4, Pha of Lkoix H7ts is Sae Tartu of FIatnanond, St, cYniu County, \A+seonsie. REC FfE: i1.00 TRANS FEE: 57.00 PAGES: i °~ Tom wig all sp~percoeaaMttt rl~, te~la sad i~ttteats, Ol&?A 15-00.004 Paid kamf6cWon NumBa (PIM 'T'his > hat~ad property. dtu the tick to the Peop,~y ~ in tae simple azrd 5+ea aad clear of eacumbranca except eater . arsd smons of record. Dated this! clay' ofll~sh. ~iD10. • A1J'T~EIN1 [G~!'I[Qi-T d tliia 'Tn't.t~: »t s'ra'Tia ~ r.~ wtiN _- IIIII IlillIIIII illllIIIIIIIIII IIII 111111 IIII Till * 9 1 3 7 8 8 1 ~~~ BETH PABST REGISTER OF DEEDS ST. CROIX CO., WI RECEIVED FOR RECORD 03/29/2010 10:30AM WARRANTY DEED EXEMPT ~ n~ apd Ratarn Addteas: ca~,;X aax a~ r,~~ co., inc. i S. ICawwi~±~re w Rlstuiwral, WI 34017 SFA7d38 ACKN{3WLEpGMENT 3TA1Ts C1F SCUIvSIN j (Ytrittl't'V Cl(7 ~~c -- ~o here ~ thia 23aEy ofivTereh, 2oTO the tbeve named Tha Riiver$anlt, >~ &. Wyaveaa, T'residea-t to me > ~ be ~ Ti(t) "$A ~*~ the fo~ohas iasor~u~att and acicuoz¢ted$ea P O A~ rri~~i .._--~. r~ rlustENr was > r~Y }+ Public, State of ®visconsm _~ ~ ,_ My m is pamsaant. (I€ne~ a~e.exp' Rabat I,. 22./ 20/ ~. , I.aw Ql~taa ~ . . t any 0sa~4~m4ogid ar aalq~oato~pd; $d6 .) Z y ~/B ~-~ ~ ~' Rgaa OC~Iq> in any 4' mirc ar Ej+ped ar prlneel Minty ' aieupns ~ ~' • • ~ ~ 5 ; wrar niter arart spa car wrs~ottalsus roarM xn. tzooo 5~~ -~~~,~ ~°~T r ~_ , __ r .~ TOTAL DYNAMIC HFAD~CAPACITY PER MlNItTEj `i~EAD' .CAPACITY CURVE ~~ EFFLUENT AND DEWATERING `~,-'~~ M(SDEL .152/ ~ ~3 ,. ~ ,ss ` -~ .MODE! t52 60 Feet Meters Gol. liters Gol. liters .~ ii 5 t .5 69 261: 77 29 t 153 ~ I'1E ~~~~~ 10 3,t 61 231! 70 265 12 40 152- ... ~ . :.., !t 5 - 4:6 53 201; 61 -231 9 IQP~ ~ 2~~~ 2D 6.1 44 .167! 52 t57 = 3Q 1 ST. Ck. COUNTY :25 7.6 34 129; `42 ^159 ~ P NNINO ~ ONING OFFICE 30 9.? 23 87 ` 33 t?5 r 3g 10.7 C i tt 42 ~ 20 ~ +40 12.2 -- ~ -- ~ ~ Lock Vntve: 33.0 Ft. (t t.6m) 44.0 Ft: (t3.4m) oisoa 4 ~ 10 i ~- ~, ~- o ~ ~ a 0 20 40 60 ~ ,.. - gp 100 t , l '; ~ l ~r cauoNS UTER$ ' 7 60 240 ; 320 3 27/32 a 5/a 0 80 I ~ ~~~/ FLOW PER ~ MINUTE a z~/~z l ~ ~ bRN F012 SPECIAL APPLICATIOIU~~, '. -~ o -~- CONSULT l=ACT r ® 3 Z7/~Z ..Timed dosing Panels available. I .'` • S I Electrical alternators, for duplex systems are available and supplied with an alarm. ~ • Variable level cxsntrol switches i e available for controlling single phase systems.... ~ I • Double piggybadc:variabte level float switches are available for variable lave! long and short cycle cont~ols. • Sealed Qwik-13ox available for tdoor installations. See FM1420. • Over 130°F. (5A°C.).special4uotatatlon required. ~ ,,I :. i2 i/e ~ 15?J'!53 s t/H rwoae< at+ rto s' lex °" lex ~ N152 115 1 Non 1 2 or 3 ~_ sartose ,5 lnchrded 2 or 3 ! - BN1~ 915 J Auto 9 t 2 or 3 E'.52 ~ 9 Non ~ .3 Included 2 or 3 8E152 ~ 1 A_um 0.5 r 2 or 3 SELECTION ~t11LtE N153 115 1 N~ , 0.5 included 2 or 3 do variable IeVel fbat BNt53 115 1 ~~ ~ 1 2 or 3 1. Single piggyback variable level frost suui~ror double Pg9Y~ E153 29D 1 Non a9 ~ 2 of 3 switch. Refer to FM0477. 6E153 290 1 ~1bD 2. See FM0712 for corned model of ElecUicai Attemator E-Pak ~ cwuno 3. Variable level control swrlch 10A225 used as a control acwator,specify duplex (3) Atl instaUaBon of controls, protecBo 'devices and widng should be done by a qualiRad iic~sed ebepdcian. Ril etoctricaf an safety codes should 6e fo!lawed including tho most or (4) float System. receirt National Electric Codo {NEC) a~d the OccaQatior+al Safety and Health Ad (OSHA). RESERVE POVItFRED DESIGN For unusual conditions a reserve safety #actor is engineered into the design of every Zoeller pump. bAlLTOirR:O. BOX (6341 it _ iouisvlUe, KY 40256-0347 Jidanrdackxarsof . . SHIP To: 3649 Cane Run Read e± an . ~ 0 ~ ® Louisviiie, KY 4029 (-1961 ~glt/TYPLGlIP9 ,:rriYCf I.7.,i9r W PUP' `Q (~~ FAX (502). ~~28-PUMP nzrp:rsw........o.....__. ~- ® Copyright 2000 Zoeilet Co. A!l ng