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014-1024-70-000
i I I I I I ~ ~ ? d ~ ~ o V Q. ~ ~ ~ N .Na O C A ~ ~ ~ ~ ~ ~ oc °a> > ~ ~ ~ ~ I ~ I m ~ Z D ~ c~ ca D I~ v ~ ~ W a C N Q O L C11 ~ ~ I I ~° oo-_v o ~; ~ ~ N ~ d v ~ °~ o , I ~ N ~ d Z 0 I ~ ~Dcnp ti ~ ~ ~ m ~ Z ~ -, ~• ~ m ~ I ~~y.m • c w ~ ~ ~ Z c ~v ~ o 3~v_~ a ~ in =~ v m ~ ~ a d O 07 7 7 fxD d ~ ~ ~ d 0 I ~ ~ ~ I yfD~ (D I a I a 0 m I o I ~ N O 7 ~ c O °o i. AviO c °.: ~ ~ ~ ~ ^' o ~ ~ i n O W a~i H w ~ ~ ~ ° o.4v .. N p N ~ ~ ? ~ ~ W C f O O ~~" ' O O ~ i ~ ~ ~ o s, ~ ~ ~ a O O O ~ ~ v _v, ~! ~~ d m ~ , M 3 ~ fD i :'~ O D D o n 3 m o c ~ ~ ~ o ~ ° N j A .+ ~ N v rn O °, D O y O C 3 " ~ .. :'! D ~ p Z ~ ~ ,~` .~+ A ~ ~ •• I ~ ~ <D N a ~z ~ ~ ~ 3 ~ ~ Z m W ~ i A ~_ c a d C- O O ~1 ~• ~• O ~• fi A O O~ Z N r0 N O O ~n A A OQ a `0 w ~ ~ ti Parcel #: 014-1024-7~-U5~ 11/29/2005 04:35 PM PAGE 1 OF 1 Alt. Parcel #: 11.31.15.167A 014 -TOWN OF FOREST 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 CaOwner BRADLEY S & DENA M CRESS O -CRESS, BRADLEY S &DENA M 2257 CTY RD P CLEAR LAKE WI 54005 Districts: SC =School SP =Special Property Address(es): * =Primary Type Dist # Description SC 1127 CLEAR LAKE SP 1700 WITC Legal Description: Acres: 59.970 Plat: N/A-NOT AVAILABLE SEC 11 T31N R95W P 1/2 N 1/4 FKA Block/Condo Bldg: 014-1024-70 (167) S 60 A S OF S 1/2 OF NW 1/4 INC 014-1024-80 (168) Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4) 11-31N-15W SW NW Notes: Parcel History: Date Doc # Vol/Page Type 09/12/2002 QM~,o~o Wp 12/01 /2000 634470 1563/374 QC 12/01 /2000 PR 07/23/1997 863/110 2005 SUMMARY Bill #: Fair Market Value: Assessed with: Use Value Assessment Valuations: ast Changed: Description Class Acres Land Improve Total State RESIDENTIAL G1 3.000 20,000 59,500 79,500 NO AGRICULTURAL G4 20.000 3,100 0 3,100 NO UNDEVELOPED G5 0.970 100 0 100 NO PRODUCTIVEFORSTLANDS G6 35.900 39,500 39,500 NO Totals for 2005: General Property 59.870 62,700 59,500 122,200 Woodland 0.000 0 0 Totals for 2004: General Property 59.970 24,600 40,800 65,400 Woodland 0.000 0 0 Category Lottery Credit: Claim Count: 0 Certification Date: Batch #: Specials: User Special Code 10/17/2005 Reason Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 B~ Gum ~* y Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM Safety and Bs~ildings Division INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Personal information you provice may be used for secondary purposes [Privacy Lawxs.15.04 (1)(m)]. CST BM Elev.~~ Insp. BM Elev.: BM Description: TANK INFORMATION TYPE MANUFACTURER CAPACITY Septic ~ s Dosing S ~~ I ng TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. vent to Air Intake ROAD Septic ~ ~~Z ~' y/z~ ~ NA Dosing > 2 ~ ~~Z~ y/z .S >~ y ~ / NA NA Holdin ~P'~1MP /SIPHON INFORMATION Manufacturer _ ~ Demand Model Number S~ ~ .~ TDH Lift Lriction Z Sys H ', Forcemain Length ~ ~'s' ~ Dia. Z cr '7`Q I7j~ GPM TDH~~. ZFt Dist. To Well Croix 70-000 ELEVATION DATA STATION BS HI FS ELEV. Benchmark 3 ~ Q. Q > Z S o •~~ Bldg. Sewer ~' 2 ~/ Ht Inlet q ~ ~ Ht Outlet Dt Inlet ~ 3 Dt Bottom f 3,L '~, ~ l Header/Man. 2.t ~~',~ Dist. Pipe ~~~ 2, ~, Bot. System ?; ~ ~ ~' z ~ i I Grade fro ~ 1wsP ~' -~ ~~' ~~~ /~ S ~' (,oVGr 2 - SOIL ABSORPTION SYSTEM I~ BED /TRENCH Width / Len t / No. Of Tr nches PIT No. Of Pits I ~ ia. Liquid Depth DIMEN 1 N Z DIMEN I SYSTEM TO P/ L BLDG WELL LAKE /STREAM ING Manufacturer: SETBACK INFORMATION ' CHAMBER Mo Sytem: ~ ~ 7 / ~' > SO' ---- OR UNIT DISTRIBUTION SYSTEM Header / Mani old Distribution Pipe(s) x Hole Size x Hole Spacing Vent To Air Intake / ti I length ~ Dia. Z / Length ~ Dia. pacing ~' ~" S t I ~ it I ~~~ ~y~/ I ~ SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only ~a ~ ~ ~~~ Depth Over Depth Over xx Depth Of xx Seeded /Sodded xx Mulched Bed /Trench Center Bed /Trench Edges Topsoil ^ Ye No No /COMMENTS: (Include code discrepancies, persons present, etc.) Q 5 Q ~`/~GI ~ //3~0~ Location: 2257 CTH P, (SW 1/4 NW 1/4 11 T31N R15W) -113115167 S 1.) Alt BM Description =~Gon.Lre+~ S ~~b -t-ov- T~4~(~r ~;~ ~,(~ ~ ~~; k,at I (~~) 2.) Bldg sewer length =- /mss' ~~ 1~ / -amount of cover = >~p %~ - Q SS~,tn ed d~^-~ ~„~~„ /~` 3.) contour = ~ , ~ - ~' ~. 2 t~v-as 5,v-~- i vt ?~t h c 9 ~ ~o Cc~b-~,.~ `1,, `I S ~ ~ G`,~„~ 4irtx. `Yvtta~ ~r ~ 6 ~te~ ~r /. c /,ttitt L~ cc/ Plan revision required? (~j Yes ^ No Use other side for additional information. SBD-6710 (R.3/97) Date Inspector's Signature Cert No - ... ~- J (~ ,~ Std 5~ / d Ca,~i~ G ~~e ~ ~ e e o~-' ~~~~ ~0~~., 5 ~ ~ S~v 7y 3 ~~~w~~ ~~ ~~ Ik S,~)C~GY~-- ~/ ~ S ~ <IGCGs'i ~~G f ;"R"' . , s _ Sanitary Permit Application safety & Buildings Division In accord with Comm 83.21, Wis. Adm. Code 201 W. Washington Ave. See reverse side for instructions for completing this application PO Box 7302 eseonsin Department of Commerce Personal information you provide may be used for secondary purposes [Privacy Law, s. 15.04(1)(m)] Madison, WI 53707-7302 Submit Com leted form to coup 1f not ( p ty state owned.) Attach complete plans (to the county copy only) for the system, on paper not less than 8 -1/2 x 11 inches in size. County State Sanitary Permit Number Check if revision to previous application State Plan I. D. Number t I. Application Information -Please Print all Information Location: Property Owner Name Property Location /° t CYCS 1/ 1/4, S f T 3 ,N, R~)E (or) W Property Owner' Mailing Address Lot Number Block Number 1 g I R Z off- S-~ ~ ~. City, State Zip Code Phone Number Subdivision Name or CSM Number II. Type of Building: (check one) ^ City ^ 1 or 2 Family Dwelling - No. of Bedrooms : 3 ^ Village ^ Public/Commercial (describe use):_ 1~ ToTown of ^ State-Owned t r p -~e S r Ne e t Road iP Parcel umbe s) III. Type of Permit: (Check only one box on line A. Check box on line B if applicable) // A) 1. New 2. ^ Replacement 3. ^ Replacement of 4. 5. 6. ^ Addition to System System Tank Only Existing System B) Permit Number Date Issued ^ A Sanitary Permit was previously issued IV. Type of POWT System: (Check all that apply) ^ Non-pressurized In-ground ^ Mound ^ Sand Filter ^ Constructed Wetland ^ Pressurized In-ground ^ Holding Tank ^ Single Pass ^ Drip Line ^ At-grade ^ Aerobic Treatment Unit ^ Recirculating O Other: V. DispersaUTreatment Area Information: ~' ~/' s 1. Design Flow (gpd) 2. Dispersal Area 3. Dispersal Area 4. Soil Application 5. Percolation to 6. System Elevation 7. Final Grade `~~ Required " Proposed Rate (Gals./day/sq. ft.) (Min./inch) Elevation ~ o yS ys0 ~U q o VII. Tank Capacity in Total # of Manufacturer Prefab Site Steel Fiber- Plastic Tanks Con- Con- glass Information ~~ ~ ~ ( ~ ~ ~ Crete structed ~ c lOQ ~l ~ ~ W ~ ~ U/ ~ ^ ^ ^ ^ r w~ s do y o~.. ~ ~~ease ^ ^ ^ ^ VIIL Responsii? f 1 ~ ~ `~~5 I, the undersign S ~ ~ (~ (y l n of the POWTS shown on the attached plans. Plumber's Name (pri () ~., ;no stamps): MP/MPRS No. Business Phone Number Plumber's Address (Street, City, State, Zip Code) IX. County/Department Use Only ^ Disapproved Sanitary Permit Fee (Includes Groundwater Date Issued Issuing Agent Signature (No stamps) Approved ^ Owner Given Initial Adverse D i Surcharge Fee) ~ S~ q eterm nation . . (~ _Q~ X. Conditions of Approval/Reasons for D i sapproval: ~~ ~~ ~~ /~ ~~s rt~r`5~o~- I.vQS ~~t,~arM~7~ed ~ ~Gt,~ee~ ~ G'~i~-<j'P i~- / / ~c~ 5~`~ (o C~i~ . I ''~ SBD-6398 (R. 07/00) Y . ~ 1~ ..., t s ~ ~scons~n Department of Commerce Safety and Buildings 10541 N RANCH ROAD HAYWARD WI 54843 TDD #: (608) 264-8777 www. commerce.state.wi. us/sb www.wisconsin.gov Scott McCallum, Governor Brenda J. Blanchard, Secretary August 23, 2001 CUST ID No.220527 BYRON BIRD JR 896 68TH AVE AMERY WI 54001 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 08/23/2003 SITE: BRADLEY CRESS CTH P TOWN OF FOREST ST CROIX COUNTY SW1/4, NW1/4, S11, T31N, R1~W FOR: NEW MOUND, 450 GPD OBJECT TYPE: POWT SYSTEM A7TN: POWTS Inspector ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 Identification Numbers Transaction 1D No. 667207 Site ID No. 625375 Please refer to both identification numbers, above, in all comes ondence with the a enc . REGULATED OBJECT ID NO.: 776531 - This approval is for a revision to previously approved Transaction number 429646. The approved changes are: a new soil test has been done and the location of the mound and tams has changed (see plans). The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. The following conditions shall be met during construction or installation and prior to occupancy or use: General Approval Conditions: • This system is to be constructed and located in accordance with the enclosed approved plans and with the "Mound Component Manual for Septic Tank Effluent for Private Onsite Wastewater Systems" SBD-10691-P (N.O1/O1) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems" SBD-10706-P (N.01/01). • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. In addition, the owner must insure that the operation, maintenance and monitoring duties as described in section VIII of the mound component manual are complied with. A copy of this information must be given to the owner upon completion of the project. • 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 ~''. ~ .~ Cr'»~c~~t the designated county official m accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats. ~~, • The maintenance plan for this system must be given to the owner of the POWTS. a"'"~ ~ `~ ~~ D TMENT OF SAF Site Specific Conditions: • The orientation of the mound system must be such that the longest dimension is oriented along th urface SEE COf-2R contour per COMM 83.44(6)(a)2. /M' - ~, BYRON BIRD JR Page 2 8/23/01 • Limit activities in the area 15' beyond the down slope edge of the mound per Mound Component Manual. • Surface water drainage shall be diverted away from the system area. • Materials shall conform to the requirements of COMM 84. • This system is designed for wastewater strength with monthly averages of less than or equal to 30 mg/L of fats, oils and grease, 220 mg/L of biochemical oxygen demand and 150 mg/L total suspended solids. • The designer proposes to install a state approve outlet filter to achieve the requirement of wastewater particle size. Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the septic tank outlet filter will be required. The outlet filter shall be installed per product approval stipulations. • Maintain well and waterline set backs per COMM 83.43(8)(1). • Insulate building sewer per COMM 82.30(11)(c). • Provide frost protection per COMM 83.43(8)(c). 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 may be made to me at the telephone number listed below, or at the address on this letterhead. ~-- Sincerely, ' ,-1'- _. ~~- -~,- PATRICIA L S ORF POWTS PLAN REVIEWER , EGRATED SERVICES (715) 634-7810, FAX: (715) 634-5150 , M-F 7:45 AM - 4:30 PM PSHANDORF@COMMERCE.STATE. WLUS cc: BRADLEY CRESS FEE REQUIRED $ 60.00 FEE RECEIVED $ 60.00 BALANCE DUE $ 0.00 WiSMART'code:-.7633 ;, - POW'TS OWNER'S MANLiAL 6t MANAGEMENT PLAN Pam of-- FILE INL:OKMATION Owner ~ ~. Permit i!t ~ DESIGN PARAMETERS Number of Bedrooms ~ O NA, Number of Commerdai Units Estimated Row (average) ~ gal/day Design flow (peak), (Estimated x 1.5) ~ ga1/day Soli Application Rate ~ ~ gaVday/ influent/Effluent Quality onthly average* Fats, Oil 8L Grease (FOG) s30 mg/L Biochemical Oxygen Demand (BODs) s220 mg/L Total Suspended Solids (TSS) s150 mg/L Pretreated Effluent Quality O NA Monthly average** Biochemical Oxygen Demand (BODs) s30 mg/L Total Suspended Solids (TSS) s30 mg/L Fecal Coliform (geometric mean) s10' cfir/100m1 Maximum Effluent Parade Size !~ inch diameter MAINTENANCE SCHEDULE SYSTEM SPECIFICATIONS Septic Tank Capadty (a~ 0 1 ^ NA Septic Tank Manufacturer ~ ~ NA Effluent Filter Manufacturer O NA Effluent Filter Model ,,.. ~ p ^ NA Pump Tank Capadty ~ ~p gal ^ NA Pump Tank Manufacturer O NA Pump Manufacturer c~ NA Pump Model N ^ NA Pretreatment Unit O Sand/Gravel Filter ^ Peat Filter D MedtaNcal Aeration ^ Wetland O Disinfection ^ Other: Manufacturer Dispersal Cell(s) [] In-ground (gravity) ^ In-ground (pressurized) O'At grade ~ ~i4~9ound O Dr! -line ^ Other: • Values typkal for domestic (non-commercial) wastewaur and septic ank effluent. * * Values typkal for prevented wastewater. Service Event Servke Fregalency Inspect condition of tank(s) At least once every ~ ^ months J~year(s) (Maximam 3 yrs.) Pump out contents of tanks} When combined sludge and scum equals one-third (K) of tank volume Inspect dispersal cell(s) At least once every 3 D months ~ year(s) (Maxtmam 3 yrs.) Clean effluent fitter At least once every D months earls} Inspect pump, pump controls at~alarm At least once every ~ D months year(s) ^ NA Flush laterals and pressure test At least once every 3 D months} year(s) ^ NA ~'~ At least once every D months D year{s} ~A ~'~ At least once every ^ months ^ year(s} NA MAINTENANCE 1NSTRtICTIONS inspections of tanks and dispersal cells shall be made by an individuai tarrying one of the following licenses or certiflcatlons: Master Plumber; Master Plumber Restricted Sewer, POWTS Inspector POWYS Maintainer, Septage Servldng Operator. Tank inspections must include a visual inspection of the tanks} to identify arty missing or broken hardware, identify any sacks or teaks, measure the volume of combined sludge and scum and to check for arty back up or pondinS of effluent on the ground surface. The dispersal cell(s) shaft bt visually inspected to check the effluent levels In the observation pipes and to dseck for any pondtng of effluent on the ground surface. The ponding of effluent on the ground surface may indicate a fa0ing condition and requires the Immediate notiticadon of the Local regulatory authorky. When the combined accumulation of sludge and scum In any tank equals one-third (K) or mare of the tank volume, the entire conterrts of the tank shalt be removed by a Septage Servidng Operator and disposed of in accordance with ch. NR 113, Wisconsin Administra~lve Code. The servking of effluent filters, mechanical or pressurized POW'TS components, pretreatement components, and arty other maintenance or monitoring at Intervals of i 2 months or less shalt be performed by a certified POWTS Maintainer. A service report shall be provided to the. local regulatory authority within l 0 days of completion of say servke event. START VP AND~OPERATiON For new wnstruction, prior to use of the POWTS check treatment tank(s) for the presence of painting products or other chemicals that may impede the treatment process and/or darrlage the dtspersa[ tell(s). if high concentratioru are detected have the contents . w ,- , Page of System startup shall not ocwr when soU conditions are frozen at the~inflitrative surface. DurMg power outages pump -tanks may ftU above normal highwaierev >,S. 1Nhen power fs restored the excess wastewater wUl be dhcharged to the dispersal cell{s) in one large dose, overloading th~"ce~{s) and may result in the backup or surface discharge of effluent,. To avoid this sltttatlon-have the contents of the pump tankremoved by a.Septage Servidng Operator prior to restoring power to the effluent pump or contact a Plumber or POWTS Maintainer to assist in manually operating the pump controls to restore normal levels whhln the pump tank. Do not drive or park vehldes, over tanks and dispersal cells. Do .ttioti~drlve or park over, or otherwise disturb or compact, the area within 15 feet down scope of any mound or at-grade soU absorption area. Reduction or elimination of the foQowing from the wastewater stream`'rnay improve the performance and prolong the life of the POWTS: antibiotics; baby wipes; dgarette butts; condoms; cotton gabs; degreasers; dental floss; diapers; dlstnfectants; fat; foundation draM (sump pump) water, fruit and vegetable peelings; ~asoiine; grease; herbicides; meat scraps; medications; oti; paMtMe eroducts: aestiddes: sanltarY naakins: tamaons: and water softener brine. ABANDONEMENT When the POWTS fails and/or is permanently taken out of service the following steps shall be taken to insure that the system is properly and safely abandoned M compliance with ch. Comm 83.33, WlsconsM Administrative Code: • Ap pipMg to tanks and pits shall be disconnected and the abandoned pipe openings sealed. • The contents of all tanks and pits shall be removed and properly disposed of by a Septage Servidng Operator. • Attu pumping, all tanks and pits shall be excavated and rertod or their covers removed and the void space flBed with soil, gravel or another inert solid material. CONTINGENCY PLAN If the POWTS falls and cannot be repaired the following measures have been, or must be taken, to provide a code compliant replacement systems O A suhabk replacement area has been evaluated and may be utiUzed for the location of a replacement soil absorption system. The replacement area should be protected IforrY `dCsturbance and compaction and should not be Mfringed upon by required. setbacks from extstin;and proposed structure,,kit ~ndt'and wells.. Failure to protect the replacement ak~ea wUl resuh''kt the need for a new svq and site evatnatton to es~a~fs suitable replacement area. Replacement systems must comply with the rules In effect at that time. O A suitable replacement area is not available due to setback and/or soU limitations. Barring advances in POWTS technology a holding tank may be installed as a last resort to replace the failed POWTS. ~'[he site has not been~ev~{uated to identity a suitable replacement area. Ligon failure of the POWTS a soil and site evaluation must be performed to locate a suitable replacement area. if no replacement area is available a holding tank may be instaged as a last resort to replace the failed POWTS. . %~Mound and at grade soU absorption systems may be reconstipcted in place following removal of the blomat at the ~~ M trathrc surface. Reconstructions of such systems must comply with the rules in effect at that time. SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY Ct~NTAIN LETHAL GASSES AND/OR INSUFFICIENT OXYGEN. DO NOT ENTER A SEPTIC, PUMP OR OTHER TREATMENi TANK CINDER AN'Y CIRCtiMSTANCES. DEATH MAY RESULT. RESCUE' OF A PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR rnrancuas.~.. - ADDITIONAL COMMENTS ,_ Y ~~:~- POWTS INSTALLER Name r-s ~. ~ . Phone ~ ~ ~6 ;..~= MAINTAINER ame. 7~~+~ "Phone (S~~ ~ S~ ~ $ SEPTAGE SERVICING OPERATOR PUMPER) LOCAL REGULATORY AUTHORITY 7r ~- 38d- ~ $d Name ~' ~ as ; encY ~ C ~ ' ^. ' ( .,.fit /i p o EC'IF ~rac~`ev"cress '~~-" PLOT PLAN. ~' a«;. ~ W J ADDRES~t 1918 .t ` " Em raid w 54 12 SW 1 / 4 NVV 1 /4 5 11 7T 31 N/R 15 W TOWN~; F,or@St COUNTY ST. CROIX ,SRS Byron Bird Jr. 220527 ` TE7/2i/Ot ~`' BEnROOM ~`3 +t~ONVENTIONAL IN-GRO PRESSURE CONVENTIONAL LIFT HOLDING TANK )OOOt ~ 1000 gallons LIFT T E ~ DOSE TANS SIZE :MOUND -SEPTIC .TA E _ 'OLDING T ~4SfZE ~ ~ _ LOAD RATE ~.0 ~ `ABSOR AREA 450 # o!' chambers no @-- u BENCHN~~R~ V.R.P. Top bt Nail in Comer Post ` ~ - ,~y~ r >+ _ A~ ELE~TION 100' :; f Y ~,,,J BOREHt~~"` ~ ` WELL H.R.P. Sam@ a3 8@~mark ~ ~;" SYSTEM ELEVATION 98.2 :. ~'° . -~ ~: ~, County RoadP .. .',. , . --Scale' _ 1 /4" = 15' 300'.:. Well ~}~, ~~ Bedroom 'filer . ~ 200' Driv~ ..;'xt; ~`~ Plans designed, using mound and pressure marii~als version 2.t~` .~; /~~ Building sewer is to be insulated as Isaroode w N O ro 0 •v cu C ;~: ~ Tanks are to be properly bedded. and provided with lodcdown covers with approved warning labels ~. t. - :'~~tarading is to be done in a manner to vert runoff away from system . ~. ~,.. y~~ .., µ .. " •• - _ -.::.~ BA.M. 9 8'--~LL~-~-- ~_ ~ 6-3 9 96'<r ~ O ~~;~5~ 6°~ :~" ARea !5' Slope ~` ~ slow ystetri;ls to ~•~•~• emaio `.®n~ldy ndis~rbed ~?,~ :~ )f COM ER Y AND: GS " ~`' ~P NDEN . ~~~ ~~ ~ -~ . ~ , ~ ~- Date ~- %-~, - . :~~ . 4" Obaervation•Pip~ pet~~oraCed 'Non-Woven Filter Fabric Beloar Filter Fabric ~' ~,,Disfribufion, ':Pipe . y~• /ASTKC-33 Sond ~'` 6 ~~v~ Topsoil H ~ ----~ er~rssrsps.:. ~ E' eeaa;; p , __..I t ~'~{-. ~ ~ ~` Tk ~n "-pt i ._ K' r~~ Fof~e Moin Fri Pump Pion View Ot M4und Utin A Bed ('or TAf3 AOsor lion Areo • ire 7. Stope - Bed Ot J~~.2 %= Fore! Moin `Flowed Drain Rock°`~~ from' Pump layer .~ ~ ~ ~ D Cross Section Cf~,A Movnd'SYSfem Using P•E•.L,~. ~ -~ .~.~ ---• F _..? A Bed For ~~ht Absorption Area • ~ ...L, ~ A ~ ft. !t !s S~ f t. , • i , f~~t.• ~ • Ft. • K•~.~ Ft. ... ' i • . :~ hbt ~ AFL. ...~. __._._ L ~ d.NObservation Pipe ' •~ww~w..r...w..ww.~r..w~wwww~y. i~rwww~.~~..rr ~~~1.w wwww ww bb m A N ~pww ~rw~ www www~~~w~www. -1-r~•w. www~w~~~rMwww .w t T' 3 •iP `, p Oistributian Bed Qi ~Z~- 2 !~ Pipe • Oran Rock I `„ 4 0bt;ervation Pipe PermoneM Marker Pf pa or Rods • PI~OE~,OF____ -; ~; TM '7's ~ Perferatee oipe {bite ~F ~e 75, ^.' {'. . n Vfew ~a to•e+e 0 ~VG P~p~ - ~` , ~_ ;. i ., ~ ,~I ~ ~, `Motes r»oaoua t~ s3etto~n, r ~ Arp tquony SP~e~a .~_ :~.'} ~yib. .yid .,. X,~ . v'nr' a r'~ .~',~ rr S~ ' 1 p_ C~ttOttt MQ~11 ~# ftRST MOt.L UltxT 'ts Gannet~ron (6 f ~ ,: ;~ PVC tMonitad Pipe ^ , ~1 . ~. ~~5~'/t GAG -*s '0{fNiOyf~Q11 ~~ ' ~Pe ~~~xf ~v . x,: . ~m , ~: r4r~~..Lt '` ~ /~s Oistributi0e- Pipo l0 A ~ ~` F~. ~~;, .~~ ~4 X _ T,_, Inches ~~~ ki 5 Y ~~ inches Signed: ; ~ - °._ Ho)e Diameter ~ldd Inch ~. lacensi~ N er: ~~'' "7 _ Lateral .« a Inch{es) '."'.,"" Manifold ~,~ inches Oa to : ~•---`mo'd f Force Main " ~ Inches ~~- N o~ ;holes/pipe ~: ~~. . rt ~~v~tian of laterals ~ Ft. ~~ ~=~w a~;,-. ;. . yt. .~ y.A_ 6~ r • tf '~^ ~ 1 t w~wrwr V r Atilt^P R S CC?tGty Al~}~ SP I~ A)S . '.~~ IS e40P~+ OOCR, v~+1~COw QR,rR!!w JAtQ tA1~A1~! 1 iR"/'11N. l#JI.C T f • A a ~~~ C C:fV. ~ :.''PT ,.r-~-~ V C AJ i C A P ~.~. . ~ WLA71,'CRPROAF ~ j APoROvCA 1.OGK'AJG t .'~FUCTIpA.I JDOx ~ M4NFIQ~C CDVLR tL"M' -J. i i I~ GRAGC --~ ~ I j 'I" MIIJ. co~;aulr- I I~ -_- - -- Fr rrlu. V ~-!b `J PROVtCt ~ ~tIlTl6htr StAL 1 rAPPR0YE0 JQINTS WITi~ APPROVEfl PIPE 3' INTO SOI,IQ SOIL . ~ i I ! ~ I 'I ~iJMP ~~J. ~~ COAICRQT~ l40srK ~,t. .~ r~w~ wrw~ ^+~ 1 1, r .~~.. .......... ~i) { ~ ~~~ ' { I A4ARM ON L O-r I 1 ~ RIf[R tXIT PCRAIT^,[0 p~,,ILy !P TAtJK ~RiIiJPACTURt~R hlAi iLiGhl A>•PRCVA{. scale i 00lt _3REGIFIGATIOA,IS ~Aw MAIJIJFACTURt~; MUMOCR OF GOr<C3: 'ER QAtI T~tuK s~Zt: ~ 6AL~OtJt OOSt Vf3Ll1MC Auk nA~ruRACrurtcrR: ° C .S ~-e iA1CLN01NCr iACKfiOWI ~ o,~--,.oas ~OOCL AtuMbtRi ~ CAtAC111!`=t A~~ INtHC6 qR ~ ~ 6A~~.ptu1 iMtITCM T>rMti ~- ~"-ANlir*ACTVRER; ~ 8 ~ / INt>+ti OR ~ ~-tLOlrli MADi1. 11lilMltR; C ` t~C+lti OR,~Q,,,, D~L~O>usa awITCH Ty'R: f ~" tAtC+~6S OR L-~G.. 6ALLO~ri ~+~Nrr~uM alac~~RaC RRTL~~ ~L~s PUrtP A'NO ALAIIM ARt TO J1i .••..,G.r.,..p-~ INSrAi~.¢p Aid bEPP,>RATt C{RC41TS Va~crlt~~ olFFtxeatlt aCTr+/f:cN Purr afr ~+ua oIS1RIeuT:o~, ~I-t...~~ ~ ~~~ t MiAI UM NCTWORK !uP-Lx PREiiLiRC .. .. . .. ;.,?; 3 FC>VT ~ ~~ F[>CT ~ + ~PttT OIL tGRCt MA{1J x .,~'' ~'i~l~~ ::~•~ oePCFRtC'CIOiJ RACfQK.~~^ JrCtT TOTAL p'~.lAMIG HEAD : • 3 FLET ltOTCRA~AU al,~tutlarv: Qf TAUK: Lt=Al6TM / ~ ~~~/ W 10T N .,~~,' (~ I q u l 0 0 C P T M /.,~,,,~~~ ~tcc-~s~ ~uMeER: ~v2~r.~Z7,..._~1 of .Performanc® Data ChtartecteristiCs ~ s. Wisconsin Department of Commerce SOIL EVALUATION REPORT Division of Safety and Buildings Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must County Y`O ~ include, but not limited to: vertical and horizontal reference point (BM), direction and ercent l l di i th Parcel I.D. 7~~ p s ope, sca e or mens ons, nor arrow, and location and distance to nearest road. ~ ~--~p~ c,~ Please print all information. Reviewed by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location ~,f G~ Govt. Lot ~~ 1/4~ /4 S ~~ T ~ N R~~~' E (o~ Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# ~~ ~ ~~ Cit / State Zip Code Phone Number ^ City ` ^ Uilla je " own Nearest Road /' [~ New Construction Use Residential / Number of bedrooms ^ Replacement ^ P~utblic or commer ial -Describe: Parent material C~'~CC. ~~ ~t ~ !9- Ly-.z- ~E Flood General comments ~ and recommendations: ,~ Code~;e~V~i~'t}e5'ign flow rate ~, r* ~'~ Q ~~~ ~4~~ Page of GPD rn''elevatiori if a;~plicable ~~ ~~ ~ ~~ 1~ Z ~,, `R ~,` r '~ ~ it ~~ ft. Boring # ^ Boring / ~, pit Ground surface elev. yS, ~ ft. Depth to limiting factor ~ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 ~ O - o z ~.~.- S~~ /yi~ G .~ • S O .. ~ m n r C-~-- ~.. /• .~ n Boring # ^ Boring (f~J ®pit Ground surface elev. Q`5 ` ~ft. Depth to limiting factor ~ ~5 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 / * Effluent #1 = BODS > 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS < 30 mg/L and TSS < 30 mg/L CST Na (Please Print) , Signature ,~ CST Number _ ~ ~~o s Addr e Evaluation Conducted Telephone Number / SBD-8330 (R07/00) ~ 3i Property Owner r`LL~~ G/'1~y~ Parcel ID # Page of Boring # ^ Borings Pit Ground surface elev. ~ r 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 o'Z ~ .c O~- .S ~ /71 r G i~ G i ©~' 6l 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 # Ground surface elev. ft. Depth to limiting factor in. ^ Pit 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 * Effluent #1 = BODS > 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS < 30 mg/L and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. SBD-8330 (R.07/00) i !~ • ~ Test Plot Plan Byro 'rd Jr. C Address 1919 280th st Emerald Wi. 54012 CST #220527 Lot--- Subdivision --------- Date 7/18/2001 Soil Project Name Bradley Cress SW 1 /4 NW 1 /4S 11 T 31 N/q15 W Township Forest Boring Q Well PL Property Line COUnty ST. CROIX ,BM or VRP Assume Elevation 100 ft.nail in corner post System Elevation H.R.P. same as BM ,~ DSO, /1~ ~ 7~ 7r` 22 5 ~- ~F4 Sanitary Permit Application S ety & Buildings Division ' In accord with Comm 83.21, Wis. Adm. Code 201 W. Washin on Ave. ~ cousin See reverse side for instructions for completing this application PO Box 7302 M di WI 53707 7 2 Depa ent of commerce Personal information you provide may be used for secondary purposes a son, - 30 (Submit completed form to county if not [Privacy Law, s. 15 >~] state owned.) Attach complete plans (to the county copy only) f t em, n pap 1 than 8 -1/2 x 11 inc sin size. County State Sanitary Permit Number O if r visi p~vious~pp ' tion i umber State Plan ~ ~ ~~ '~' '~ E ~O ~ I. Application Info ation -Please Print all Information , Lo tion: Property Owner Name i ." ~ A p ® ~ ~ 2 Hr f~ p perry Location /* 1 G ; S~ CROIX ~_.~_ 2 ~ ~,/~ f/4 S T/~ N R~ r c ~ , , , .~^. Property Owner's Mailing Addre ~ ~p(:~CE Lot Number Block Number 1 City, State ip Code r~, } - Subdivision Name or CSM Number ~ ~l~ ( ) II. Type of Building: (check one) / - ws ~ s w wK p ahS . p~ 1 2 F il D ~ y lli N f B d ^ city ^ Village or am y we ng - o. o e r s : ~ T f ^ Public/Commercial (describe use):_ own o ^ S O ~ ` 0 z"' e S tate- wned / _JJ J Neazest Road ~,n~4aN„ ~ ; ~ " ~ 1, p t2 ' w S Pazcel Tax Number(s) III.. Type of Permit: (Check only one box on line A. Check box line B if applicable) Q - D -D C~ ~ A) 1. New 2. ^ Replacement 3. ^ R laceme of 4. 5. 6. ^ Addition to System System Tank ly ~ Existing System B) t Number Date Issued ^ A Sanitary Permit was previously issued IV. Type of POWT System: (Check all that apply) ^ Non-pressurized In-ground ound ^ Sand Filter ^ Constructed Wetland ^ Pressurized In-ground olding T ^ Single Pass ^ Drip Line ^ At-grade , ~ Aerobic Trea ent Unit ^ Recirculating ^ Other: So Mt~Q c;~ _ V. Dispers reatment Area Information: 1. Design Flow (gpd) 2. Dispersal Area 3. Di ersal Area 4. Soil App ation 5. Yercotanon Kate b. system Elevation 7. Final Grade t,, Required Pro sed Rate (G`als./d sq. ft.) (Min./inch) Elevation VII. Tank Capacity in Total # of Manufac er Prefab Site Steel Ft er- Plastic Information Gallons Gallons Tanks Con- Con- glass New sting Crete structed Tanks anks ..,, -~ /rte `~ / / ~ ~ ~--~ 5 ~ ^ ^ ^ ^ VIII. Responsibility atement I, the undersigned, sume responsibility for installation of the POWTS shown on the attached pl s. Plumber's Name (prin/t)~ Plumber's ignature (no stamps): /~i MP/MPRS No. Business Phone Number ~/~ - v r Pl is Address (Street, City, State, Zip Code IX. County/Department Use Only ^ Disapproved Sanitary Permit Fee (Includes Groundwater Date Issued Issuing Agent Signature (No stamps) Approved ^ Owner Given Initial Adverse Su azge Fee) pp Determination ~jZS, ~ Z~ ~p X. Condi tions of Approval /Rea s on s for Disapproval• tn n ~ n /~ ~,,,~,~Q ,/~ s.s~ X.R-0~ -~-lmu.N,d[ w.~.t.S~"" ~.2 ~k St ~ ~ ~l.~ ' • ts,.~, wIt~IL~ ~-A"I"_ _ _ -_ _ u' ~T l ~ ~ 1 //~~ ,,~ ~ ~ ~ d ± ',, / (] ,_(_~ ~ jJ _ , lS ~ ~_ -ice T"rwt "~. ~ '}'~ '~'I Its 1 S OMA.CX //~VtCt(~[n. i u,l AP .~~ ~e ~G a ~.S , P'~'' SBD-6398 (R. 07/00) ~ Y. ~ ~ iscons~n Department of Commerce Safety and Buildings 10541 N RANCH ROAD HAYWARD WI 54843 TDD #: (608) 264-8777 www. co m m e rce. state. wi. u s/S e Tommy G. Thompson, Governor Brenda J. Blanchard, Secretary January 16, 2001 CUST ID No.220527 BYRON B JR 896 68TH AV AMERY WI 5400 RE: CONDITIONAL OVAL PLAN APPROVAL EXPIR •. 01/16!2003 SITE: SITE ID: 625375, BRADLEY CRE ST CROD~ COUNTY, TOWN OF FO T; CTH SW1/4, NW1/4, S11, T31N, R15W FOR: NEW MOUND, 450 GPD OBJECT TYPE: POWT SYSTEM REGULA A7TN: POWTS Inspector ZONING OFFICE ST CROIX OUNTY SPIA 1101 C ICHAEL RD HUDS WI 54016 Identification Numbers Transaction ID No. 606919 Site ID No. 625375 Please refer to both identification numbers, above, in all cones ondence with the a enc . OBJECT ID NO.: 776531 The submittal described above has been review for confo ce with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has be CONDITION Y APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is r ponsible for complia a with all code requirements. The following conditions shall be met d g construction or installatio d prior to occupancy or use: 1. This plan action is subject to des' ner comments on the plan. 2. The maintenance plan for this s stem must be given to the owner o e POWTS. 3. This mound is designed to be ' stalled on a level site. 4. Maintain well and waterline et backs per COMM 83.43(8)(1). 5. The designer proposes to i all an outlet filter to achieve the requirement Maintenance information ust be given to the owner of the tank explaining septic tank outlet filter 1 be required. The outlet filter shall be installed F Po Cond. wastewater particle size. at periodic cleaning of the t ,14'~ r~roduct approval p` OF SAI stipulations. 6. The side slope ("K") lculates to 10.1 ft. The total length calculates to 70.2 ft. 7. The management pl /users manual must information regarding the quality and q n1 discharged to the s tem. Amend your plan and provide this information to the owne 8. The management lan /users manual must contain information regarding the maintena absorption cell ' e. what activities may or may not take place on and around the mound including traff ,plantings, etc).. Amend your plan and provide this information to the t G of waste -ter SEE CORF of the soil A copy of the app ved plans, specifications and this letter shall be on-site during construction and open to inspection by au orized representatives of the Department, which may include local inspectors. All permits required by the to or the local municipality shall be obtained prior to commencement of In granting thi approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions ari making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve designer of the responsibility for designing a safe building, structure, or component. BYRON BIRD JR Page 2 1/16/01 Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. Sincerely, r P CIA L NDORF POWTS PLAN VIEWER, INTEGRATED SERVICES (715) 634-7810, : (715) 634-5150 , M-F 7:45 AM - 4:30 PM PSHANDORF(u~CO RCE.STATE.WLUS cc: BRADLEY CRESS DATE RECEIVED 01/03/2001 FEE REQUIRED $ 175.00 FEE RECEIVED $ 175.00 BALANCE DUE $ 0.00 code: 7633 w - i ! ~ ! ~ PLOT PLAN PROJECT Bradiev Cress ADDRESS 1919 280th St. Emerald Wi 54012 SW i / 4 NW i /4 S . 1 1 /T 31 N/R 15 W TOWN Forest COUNTY ST. CROIX ~ ~ 12/29/00 3 MPRS Byron Bird Jr. 22527 ~ DATE BEDROOM CONVENTIONAL IN-GROU PRESSURE CONVENTIONAL LIFT HOLDING TANK MOUND )DOOC SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE TANK SIZE 800 HOLDING TANK SIZE LOAD RATE 1.0 ABSORPTION AREA 450 # of cha ers none BENCHMARK V.R.P. Nail in Oak Tree ASSUME ELEVATION 100' ^ BOREHOLE • ELL sH,R,p, Same as Benchmark SYSTEM ELEVATION a~ Q Rd P e=1/4"=10' iooo° I Alt. Observation pipes are to be setback 1 /6th the length of cell from the end walls B-2 Site has c~\ 0% Slope Thus no contours can be established B-3 Weeks Septic and Dose Tanks ~~ ~ ~ Tanks a to be prop y bedded, and pro ded with lockdown covers with approved warning labels B-1 DT 1 ST Weil is to meet ali setbacks found in Comm. 83 '~11i'.T.S. '~ionally ~0!/E OF COMME E E AND BU iNr. AB.M. Ll Pro 3 Bedroom House CE Y< ,, Straw, Marsh Hay, Or Synthetic Covering ~s~~-,. - C 33 Madtam Son d Topsoil -1 Page - Of _ istribution , Pipe orce Main Plowed From Pump Layer D ~ Ft. E ~ Ft ~~ Cross Ser A Bed Signed: ,~ License N er: ~~~so~ ~ Date: ~~ ~~~ ~6 __.. L ~ i3 f _. . . A I.----- ----- w _ ~~ - -j----- 0 Plan View Of Mound Using A Bed For•The Absorption Areo ~(ound System Using ' /Absorption Area F <~ Ft. G / Ft. A ~ Ft. H /, Ft. EC110N NEEDED ~~ SPONDENCE SEE OORRE ~ ~ v/ _ _T.cJ orce Main . ~~ ~4 O~ ~~~ Y adr~ 1 PVC Oistribotien P1QS~~'''" ~v~ ^--V ,, ,~ h -',~s 4~ s ~ a,s~ ~a~ f u IN 1 ~~f ~ 'VC Rorer Nain Tv~~- ~ mQ~,~~l~ ~. e - ~ ~ ' Est Hole Should 8e Max! End Cap r f i gnsd: v''~ ~tsenss r: Oats: / Z - - 6a P~pt. f~IncMs .. ~~ IaN+ss Y ~1 . .~. 3 ~ ~~~ Hol• Dias~tsr ~ ~ inch `~`~ iatsral Dlaartsr ~ lnai-(e:) ~- 'Manifold Dia^rter ~ a Inahss sorts Main DiaMttsr~~ lnN~ss Kolas Per Pipf .~ ~nvsrr tievatton Ot 4aterals 9~', ft. . ~' ., C._. vE~~T pips' ~°~ =qq'h OOCR, NI~:tUw px ~•acs~ AIR i-J~AK~ F'~C~1AMPrE1~ CRQ~S 5fC'tGty G, r eo ~ --..••• ......~ 3 wrA-r~f:aPaoor i ~U-,}CT1pA.i BC1x i2"M~U. GAApE i !a^r~,,r,~. !Ai LC Y G01Jpt,~iT A ~ 'APPROVED JOINTS rJITr APPROVEC PIP 3' INTO D SOLID SOIL! '~ I APpRCfvE LOCK iA1C. ~~ ~MAw~tOL GAVE F, E ~ ~I ~ ~ `T ~ ti" Mru. .f \ ~~ r -+RQvipg I - r.. ......... AtaTi,;MT se,~ I f j i ~ /~ ~ ~~~ i t ~ I ~ ~ A~.ARM ~ ! ~ I OhJ ~ ~, I punt -~~~ ~ C-~ C4A3CRETE '~" R15C1t CX17 PERI~lf71"'Rp pi,,jL`,~/ !F TAA,IK ~'1~~.yUI~ACT;,~RCR SVGM APPRp VAL !c ! P C I T I ~ aos= „ ~N,Ki MAAf~tFACTUR~R: tAA1K SIZC : O +~funtiStC1R C>F I~oslzsc PER RAC CJ rAL. ~-RM1 y'1AI.IUFA~,TURCi~: GALLCAJS DOSE YOLilM[ ~ S ~P~~ iAltLti01RFG dACKiL4W: O GALLONS L'AFAGiTtESr A ~ 1C!R£5 -,-_~„ - ,.,r,.,,,,,,_ GALLOtJS OWITC41 TytafC; i~ a °~ /hAR1iJFACTIJRITR: s 8 _!1JC-;lCS OR GALLONS r G^.cz : = ~~~wES OR ~,/~ .,._ . OAI.LCN!, SW!TC:Id 'T'>rPR' ""~- C • -•..~....1KC r+ES OR GALL4A,1t ~ t~1 NOTF' PU!'il'P AAJO ALARM, ARC '4'0 aC sa 11J1M1v7M 015GIiA 4C ROTC - __ 6-M INSTALt,¢D CAf SEPnRAT6 CI1~CU ,$ VCRT•ICAt, C!Fl~ERBAItfE D~7' + M+tit~MtJM NETWOR RCAI Pf,SNI* pr/ I-AiG G~STItInUT:OI.! pIP6.,...G.l.~.._ FE 6-r ~'/a ~j O ~ ~ ~~~~ / SEIPPL~ PRE55t.1RE ~ '~• f~C~T - _ .w ~- + ~-~. **"i:ET OF CO CC MAIN X S,~ fX / pq / ff~tC7!bU FAGTLR ~ . ~Q+~T ~_ ` 7'QTAL, 0`Sk1AMlG HEAb ~ ~ FEET ! ivT E R !~tA L. D i M E u 61jiJ~i fi C1 i' ,/ i / i TA AJ K. L R Al G T M~; W I p T i~l ~ LiQl16D p~PY Q _,,. ,,..,. , _ H '` .•.,, ~ ~ 3tG~;EC: _ p - ~.~GtlVSE ~uM!L~R~~dS /~ p~,-'!f0 ~ ~ Irp + 1 Performance Data Pumas Character~.~tics /Motor Uidt Srb Maneal Models SIIEF40Mi EF40M2 Aetatsot~ Medals SNEF40A1 SN OA2 Nor 4/10 Fag food 1 ~ 6.5 Motor Shaded Pale {4 Pole) R.P.1N. 1350 Phase It7 Y 115 290 Herb 40 e 120° F Max. Fluid Tam NEMA A Itard°Noa Cbss A Dl She 1 1/1" NPi SeWfs 9 4" w ~ ~,. Power Cord 18/9, SJTW, ZO' std. (90' apthmal) Materials of Construction 40 30 ~ 20 10 0 10 20 30 40 6PM 60 10 Total Head ( 10 14 17 Z1 Z Z8 30 33 mj 3.0 4.. 6.Z 6.1 7. 6 .S 1 . (US PM) 70 60 SO 40 30 ZO 10 O secj. 4.4 .S 1.9 1. 0 Di In 'oval Data a.~ra• e•es/e• e,ee.z~> 1. AN dimensions in filches. (Metric for (~''~~ • ct27- international asst. ~-~~" 2. Component dimensions may (ste.a2) vary t i/B Inch. 3.7/8' ;F ' ~: DIBCHAROE 3. Not for construction purpose (98.42) ,-112' Npr unless certified. "r°'°` "° `°s"r°" "s`v nr 4 D d h + . imensions an weig ts are ~0! cast h°e proximate a Shah Steel p . Medlaakcl sad Faas: Carbon/caa,K y S. We reserve the .:right to make ~ Shaft Sad Seal Eddy: AnaE:ed Steel ro utt slid their revisions fn. our • StataM.ss Steel SpBfl~KaijOlt; W11h0Ut tl0tke; Ee ineMed 0 ~• p. ~ • ~~ a w <• ~ ' ° Lewer OW Ed - ; + 'jw r i< ah ~ i s 7 " ~ Eottem' to eeF ~ ~ *"~`- ~:~ ,«~? ~;~:~~ ~ `, ;Fasteners St +~ ~ ~ ~ ~` . ~~~t ;'~ ` ~~ , ,ix r ~ ^ ~ .. ~ } ~ /~. legs ., G~ ~ c ~' ~~ 1 ~ 1 t' t ~"~ t+ .~ DP ~d ~ ~ ~~~Ml. ~~ ~ `YAK i ~ ~ r C4C f ~: K S t' 1. ~ . ' A 4d.\ ~ ~ ~N,A T.• .. ...' .. to .. + • C~ 1998 tiydromo,ie" Rwnps, Au•,lo~d, die. All 0.iy4eh R~Nrwd. i I~ HY aMATIC ® -YourAutlwrtzed local D;~;~~- ~`''1 ~o2ao ~a ~ 1840 Raney Road Ashland, Ohio 44805 1e1: 419.289-3042 Fox: 414-261.4087 /~_ ~ V ~ Web S'rle: www.pentairpump.tom ~ SALES OfFKJES IN ALL MAIOR CRIES AND Ct)tlNTRIES ~ ~ '(¢rQ ~ f . . Refer to "Purnps° in the yellow pages of your phone directory far your bcal Distnbutor S ~ ~ Item»: W02-6680 1198 SM ~w!t-~ f 1 ... . r Maintenance and Contingency Plan for a Mound System Maintenance Plan 1. Septic Tank is to be pumped once every 3 years. 2. Dose Chamber is to be pumped at the same time as the septic tank. 3. Effluent er is to be cleaned once a year. Please note: a larger filter is being installed in order to exten the maintenance interval of the fitter. 4. Once every ears the mound is to be inspected via the inspect' ns pipes in the at- grade. The laterals to be inspected via the cleanouts. 5.Owner agrees to limit eases, garbage, and water conditio r discharge into the system. 6. Pump and electrical com ants are to be checked at th ime of the pumping. 7. The owner agrees to save thi Ian. Contingency Plan 1. Pump alarm goes off, call pumper a needed, then bypass pump float and try replace float. If pump still does not work, such as a hair dryer. If no power, check b power, then pump is bad and needs to 2. If mound fails, determine cause off It rock, retill soil, install new mound sy em, 3. Replace any other failing comp nents Important Phone Numbers pump o dose chamber and septic tank if th out float. If this works, float is bad, .he ower at the pump-with a electrical device ~ er ins house and call a electrician. If there is a replaced a plumber. ~e, test another ea or remove pipe and sewer as needed. Plumber: Byron Bird Jr. 715- 68-7616 Pumper: Nutzman Septic rvice 715-248-3735 St. Croix County Zoning: 15-386-4680 Bryon Bird Jr. #220527 ~ 12/29/00 Nti~~E~ GV~n ~~v`` f r~ ~~~R ~~~ ~v ,~ . 041 012001 10:01 715-634-5150 HAY SAFETY AND BLDGS PAGE 01 ,, t . _.........-_ ..-,._ ~,,;` 1n•s sin Department of Commerce SOIL:ilk'NID:~.~1'fI~:~E11~LUATION Aivlston of oai®ty 8nd Buitdingg •;, n+ ; ~ :•- Pag© _ Bureau o1 Integratrd 5ervlces in accordance with'`; •ILHR-83.09, Wis. Adm. Code Aggch tom Isla situ Ian on ®r not less than B 1/2 x 11 iriches,irt;elz~::P n.rnuet County Include, but not limited to: vertical and horizontal referehCe point (Bwlk',. dlr~,Cgain' and' pert®nt slope, scale or dimensions, north arrow and location and distance>to'rieere'st~road. ' pare®I I.D. # APPLfCANT INFORMA71ON -Please prlnta/l /nforritafior~;~;F,.•••. ''°' • Reviewed by Date Personal Informatbn you pm~lda rresy be used for secondary purposes (Prhrecy,i.gw, s, J5M04'(1~(In)). Property Own®r ,r ~;f.;:~? ; Property Loagtion uf' r+ r J ,~~ G rC ~~ ~~. .Qovt:•sLot ' 1/4~~f t/4,S f ~ T~~ ,N,fi ~S E Property Owner's Melling Addres ,:~ +Lof:ll;;~ Block# Subd• Name or CSM# ;`~:ss Ci ` State Zp Cade Phone Number .~ : ~~:~' :~~: ^~City ' ^ Village ~ Town Nearest Road `:~;,~ , i~Naw Constructlon Use: ®Fiesidential / Number of bedrooCAS;•,.~ ':' ~~ Aadltlon to ®~cisting building ^ Replacement ^ public or egmmerclal :Describe: ' ~:~~'` - ;'"'•' Code derived daily flow ~f ,S ~ gpd ~ ~ (ie~GOmrtiAnded design loading rate bed, gpd/f~' ~ bench, gpd/ft~ Absorption area required ~ 7 S• b®d, ft2 ~ 7,g ...trench; ft•z ~`: •-tij~j~um design loading rate ~ S bed, gpd/ftz_yG~ trench, gpd/f12 Recommended infiltration surtace elevation(s) L~~ "~'=~'. _ -h (as referred t0 site plan benchmark) Additional deslgn/site considerations ~~ ~''''`•" ' Parent material ~• ~• ''•'~'' Flood plain elevation, if applicable "_- ~~ ft 5 ^ Suitable for system Conventional Mound ' . :' a,•;In-GFO;und Pressure' AT-Grade System in FIII Holding Tank U ~ Unsuitable for system ^ S (~ U ~ S ^.U. ~;;'~:^jS-• ~;U ^ S ~ U ^ S ~,U ^ S ,~U l~lESCf Sol1 L~ • bR'f` ('~- -~ P~'~i'~1 R~P I , . Bprln # g Horizon Depth Dominant Color MottIAS: ~;• ' ~`'~~~~, <~ • ~• ~•~.•: `.' •"• =~. •; Te>ifttre Structure Consistence Boundary Roots /ftz ~: •:w.~::~• in. Munsell ~ Qu. Sa, Cons" CplCit~-~ ` Qr. Sz. Sh'. Bed ,Trench Ground ".' ~ ••''r ° - < ~ • ~ •r.f • < . D th t ep o limiting - factor , . :; ~,. Remarks: ~~~'• Boring # v..~... ~ e ®~ ~ ~ a s . y //~/ ~ d~ia.:.. ~ ~~ ~ ~ -,~ ~ -s elev. "•~ • Depth re ,;~,: •. '.' • . facto ~.';, ~~,I Remarks: - `•ti ` ' C Nflme (Pl4nso PrInQ •• 'Slgnslure~^`~ '~~~.~~•- Telepltona No• ~ ~~w~ Add .. :: ~., : -~ ~; CST Number ` •' `~ ~ • , .. / , . : ~: ~... ~~ ri ~ s.LL /J7 G/' ;.--,? 8 ~~-2 ; 2001 10:01 715-634-5150 HAY SAFETY AND BLDGS f % `~ ' , . ~- SOIL DESCRIPTION REPOFIT PRbPErRTY OWNER r!~I,':fe !~!! • [,•f' e.y" J PARCEL I.D.p _ Boring rt Ground elev.. ~`~It. Depth to limlting lacto ,~in, PAGE 02 Page -.. nl .... Horizon Depth Dominant Color Mottles Structure C i d B B t ~ in. Muns611 Qu. Sz. Cant t;olor tvitture dr. Sz. Sh. ons stence oun ary s oo Bed f rs}nth • /~'~ -L• / . i 1.f [~ !1 r'G~lf ~( ~" ,~/ /L'am' -~--• ~ Y ~ ~=.. ~~ .•7, r ~,`~ -l _ C _. - - i /~ ~ •S •S Remarks: Boring # r_____rr_ Ground elev. fl. ()epfh t~ limlting I~ctor gyn. Boring # Ground elev. K. Depth to limlting laclor ~„„in. Boring tf GrOUnd olev. ft Remarks: Horizon Depth Dominant Color Mofrles Structure d B R t C;PD~Ir~ in. MunSell Ou. Sz. Cnnt. Dolor tore Gr. Sz. Sn. Consistence oun ary oo s Berl rrrrnr:r, Remarks: Depth ro limlting lactar in. Remarks; SBD-833o (R. 07/rJ6) ,.~. 04~,,~0f2001 10:01 715-634-5150 HAV SAFETY AND BLDGS PAGE 03 ~ f~ , ~ ....... ... _.. .._._.. ... • 4~ ~ v .'.~li. S . ` `~• Soil Test~~P~~ot Plan Pro)ect Name ~~~5; $y~on Bx~rd Jar. Address ~yiy ~~o Lot ---~-~ Subdivision ----------- ~ ~~Date ~~~i 1 !4 1 /~S T N/R ~ W ' 7or~iinship ~r~5~ Boring 0 Weli P~, Propert~- Line ~ ~- Co:~:tlty , j~ G~,-o ~ ~ 111 1 II^ I I~^ X11 Y BM or VRP Assume Elevation 700 .ft: ;;',~~ ~ ,;~; ,n o4 f~ ay ~f ~a~~+ ~~ 1~ ~ 1 ~ W •ii ..s::~ ~ > System Elevation , jJ ~" *~I,~ p`~3r-'~e,:~s Benchmark ~~~ ~~ ~~ B~ ~~c I ; ~ ~; ~ • `- ~ OwnerBuyer Mailing Address Property ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM ~~/ ~GhPss ~~ ~~, ~~ roc ( ~ . ~~ ©l02 ,2<60 Address eu~ u-- t ~ ~. (Verification required from Planning Department for new construction) ~~ o~ ~ --./da ~ ~o--~ O A ~ ~ City/State Parcel Identtficatton Number l1 . 3l. lS,l~'7 LEGAL DESCRIPTION property Location ~~ 1/., ~r~i, Sec. ,~~ T~N-R~W, Town of e ri Subdivision '-- .Lot # Certified Survey Map # °~~ .Volume ..Page # i~ Warranty Deed # ~ -3 ~ ~~ ~ ,Volume 1~6~ .Page # Spec house ^ yes (~ no Lot lines identifiable ~ yes ^ no SYSTEM MAINTENANCE Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years 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 cert~f"ication form, signed by the owner and by a mastCrplumber, journeymanplumber, restrictedplumber or a licensedpumper verifying that (1) the on site wastewaterdisposal system is is proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. Lwe, 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 days of th year a 'on date. /,= ~- / / ~ SI OF CANT A~ «****« qny information that is mis-represented may result in the sanitary permit being revoked by the Zoning Department. ****** OWNER CERTIFICATION I )certify that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the owner(s) of the prr~escri ve, by virtue of a warranty deed recorded in Register of Deeds Office. '~ _ L~u~r' l / l APPLICANT DATE ** 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 t ..; - R. STATE BAR OF WISCONSIN FORM 5 - 1998 PERSONAL REPRESENTATIVE'S DEED Dxument Number vl~~..15G3PAGE 373 _ James E. Cress ^_ . as Personal Representative of the estate of Francis J Iiumpal _ ("Decedent"). for a valuable consideration conveys, without warranty, to ~_ Bradley Shawn Cress and Dena Marie Cress, husband and wife and Michael Cress as Tenants in Common ___ Grantee. the following described real estate in $t CTO1X ~_ County, State of Wisconsin (The "Property"): 634469 KATHLEEN H. WALSH kEGISTEk OF DEEDS ST. CkOIX CO., WI kECEIVED FOR RECORD i2-01-2000 B:00 RN DER50HAL REPRESENTATIV Ef(ElfDT N CERT CORY FEE: COPY FEE: TRANSFER FEE: 342.00 RECORDINB FEE: 10.00 PAGES: 1 ,.. , ;t Name and Return Address "L/ DON PAUL NOVITZKE 'NOVZTZKE GUST & SEMPF 314 KELLER AVE N STE 399 AMERY WI 54001 jo 014-1024-60, 70, SO Parcel IdBmifioalion Number (PIN) The Northwest Quarter of the Northwest Quarter (NW} NW~)'f the Southwest Quarter of the Northwest Quarter (SW} NWT) and the Southeast Quarter of the Northwest Quarter (SE} NW}) all in Section 11-31-15. Personal Representative by this deed does convey to Grantee all of the estate and interest in the Property which the Decedent had immediately prior to Decedents death, and all of the estate and Interest in the Property which the Personal Representative has since acquired. Y~ Dated this ~ ~ -day of NoSZPmhar _____, 2 0 0 0 _ Personal Representative AUTHENTICATION Signature(s) authenticated this ~ day of TITLE: MEMBER STATE BAR OF WISCONSIN (If not, authorized by §706.06, Wis. Stats.) THIS INSTRUMENT WAS DRAFTED BY Don Paul Novitzke #1009006 NOVITZKE GUST & SEMPF Amery WI 54001 (Signatures may be authenticated or acknowledged. Both are not necessary) ACKNOWLEDGMENT State of Wisconsin, ss. _ POLK County. Personally came before me this 16th day of _November 2D09.___, the above named ,Tames F CrPGS to me known to be the person •~tq„ Foregoing tnstrum~ent and acknowledge tti~~~~r•' --"~- ~~~ . A Y " Sally M Pickarc~_'•. _ Notary Public, State of Wiscorisin'„~''•••......•-'' ~ My commission Is permanent. ~I( rtttTt;,,9tg~e expiration date: ex~Tir G i i - s-oi _-. ~.) ' Names of persons signing In any capeciry must be typed or printed below their signature. STATE BAR OF WISCONSIN wlsconsm legal Blank Co.. Inc. PERSONAL REPRESENTATIVE'S DEED FORM No. 5 - 1998 Milwaukee, Wis. (SEAL) L~/""'~ ~ ~ (SEAL) James E Cress , Personal Representative .- ~~yT ~ l~/ ~ ` , ` n~~ '~~ i ~G Wisconsin Department of Commerce SOIL AND SITE EVALUATION Division of Safety and Buildings Page of Bureau of Integrated Services in accordance with s. ILHR 83.09, Wis. Adm. Code Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must County include, but not limited to: vertical and horizontal reference point (BM), direction and ~ ~ rp ~ ~~ percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. # ~/J 0( APPLICANT INFORMATION -Please print all information. Revie d by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). ~/~ Property Owner Property Location r, ~ 1 ,~~ ~ Y`~,! Govt. Lot ~ 1/4f~~y,/ 1/4,S f ~ T~/ ,N,R ~S E (o~ Property Owner's Mailing Addres Lot # Block# Subd. Name or CSM# Ci Sta'tel Zip Code Phone Number Nearest Road ' i'!~f ~~`1G+< GL/ ' j ~~~ (?l ~ ^ City ^ Village ~ Town ~ ~, ~c I1y New Construction Use: Residential / Number of bedrooms ~ Addition to existing building ^ Replacement ~ Public or commercial -Describe: Code derived daily flow ~j`,S d gpd Recommended design loading rate s•~ bed, gpd/fit ~ trench, gpd/ft2 Absorption area required ~ 7 5 bed, ft2 3 7 S' trench, ft 2 Maximum design loading rate - sr bed, gpd/ft2~~trench, gpd/ft2 Recommended infiltration surface elevation(s) ~~ ~ ft (as referred to site plan benchmark) Additional design/site considerations Parent material __ ~99-/a~G-~ ~i / ~ ~ Flood plain elevation, if applicable ~~ ft S = Suitable for system Conventional Mound In-Ground Pressure AT-Grade System in Fill Holding Tank U = Unsuitable for system ^ S [~ U ~ S ^ U ^ S ~, U ^ S ~ U ^ S [~. U ^ S ~U SOIL DESCRIPTION REPORT Boring # Ground elev. ~~ Depth to limiting factor ~in. Boring # Ground elev. ~~ Depth to limiting facto ~in. Remarks: CST Name (Please Print) ~i~~ ~ Horizon Depth Dominant Color Mottles Texture Structure Consistence Bounda Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. ry Bed ,Trench ~ FJ- G /~ ~ is ~~,~. ~/ ~ c,- ~ s~ v ~ ~~' ~ ;-- G ~/.~ -.~ - ~ Remarks: ~ / ~l ~.~ .2 ~ ~• G , s ~`,j n~ v x, i - 7 „ ~ .. ;x ,/~ Signature Telephon~~No, i Date umber PROPHRTY OWNER u lCl C.~"~,~] SOIL DESCRIPTION REPORT Page _.._ of _• PARCEL I.D.# Boring # Ground elev. ~~ft. Depth to limiting facto in. Boring # Ground elev. ft. Depth to limiting factor in. Boring # Ground elev. ft. Depth to limiting factor in. Boring # Ground elev. ft. Horizon Depth Dominant Color Mottles Texture Structure Consistence Bounda Roots 2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. ry Bed ,Trench /~$~ i G' /~- ~ ~. Ls'~~L, /1 ~~~~ dam' /li a' i ~J~' ~~ Remarks: Remarks: Horizon Depth Dominant Color Mottles Te t re Structure Consistence Bo nda R ots GPD/ft2 in. Munsell Qu. Sz. Cont. Color x u Gr. Sz. Sh. u ry o Bed ,Trench Remarks: Depth to limiting factor in. Remarks: SBD-8330 (R. 07/96) v Soil Test Plot Plan Project Name GrcS~ Byron Bird Jr. Address ~yiy ~~a ~ ~ ` cap -Pra Lot ------ Subdivision --------°- Date _ ~ ~/!~~ 1 /4 1 /4S T N/R W Township ~a `,~5~ [~ Boring Q Well PL Property Line County ~jG fro ~ ~ BM or VRP Assume Elevation 100 ft. ~~~,~, ~~6re ~y `ok~ ~f ~ ~a~~ o~ System Elevation ~~ ~ * H R P Same as Benchmark ~~~ ~~ ~~~-5~ B~ ~c~~ c b .~~/ /~