Loading...
HomeMy WebLinkAbout012-1014-30-100~P~~. g . ~.~j Wisconsin Department of Commerce S • PRIVATE SEWAGE SYSTEM Safety and Building Division INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Personal information you provide may be used for secondary purposes tPrivacy Law, s.15.04 (1)(m)l. Permit Holder's Name: City Village X Township Ciak, Robert Erin Prairie Townshi CST BM Elev: + Insp. BM Elev: ~ ~ BM Description: ` ~ ~~ \. ~. a ~. e- =CST rlr S $ ~ TANK INFORMATION V ~ TYPE MANUFACTURER CAPACITY Septic ~~ Dosing Aeration Holding TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Septic ' ~ 1 / vJ~ ~l ~ ~ / Dosing ~ ~ t ~ 3 3 ~ 3 3' Aeration Holding PUMP/SIPHON INFORMATION ~0 Z.~'~ TDH Lift ~~ (Friction Loss System Head TDH Ft o •S(p Forcemain Length D! Dia. 2 ~i Dist. to Well SOIL ABSORPTION SYSTEM ELEVATION DATA County: $t. CrOiX Sanitary Permit No: 395110 0 State Plan ID No: 65SSS~ Parcel Tax No: 012-1014-30-100 STATION BS HI FS ELEV. Benchmark ~,~ ( t t7D :o Alt. BM 3 •9~ ' os• ~~ Bldg. Sewer ~}~ o .521 St/Ht Inlet S. to , 03.90 St/Ht Outlet 5 ~ 3.5~ Dt Inlet S } 03• S2, Dt Bottom •~ eo•~fb! Header/Man. 2.3~ .9a Dist. Pipe Z~/_/ ~O 6•fo o ~ Bot. System ~ r OS• ~ Final Grade I• •3(a off. 9 0 St Cover , ~ ~3S . -s •3+ . 37 ° ~ ~~ PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth LAKE/STREAM LEACHIN CHAMBER OR Manufa ~_ UNtT Number: Header/Manifold Distribution ! x Hole Size 11 x Hole Spacing Vent to Air Intake _ / ~ Pipe(s) 2 ~ ~ ~ ' s/32 ~ 11 ^_~ Length Dia Length Dia Spacing SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only Depth Over Depth Over xx Depth of xx Seeded/Sodded xx Mulched BedlTrench Center Bed/Trench Edges Topsoil 0 Yes ~~ No ~ Yes ~] No COMMENTS: (Include code discrepencies, persons present, etc.) Inspecti n #1:/2.0 / O ~ Inspection #2: Location: 1785 160th Street New Richmond, WI 54017 (W 1/2N,/W1/4 5 T30N R17W) 053017660 1.) Alt BM Description = ~~ t~~,{N IW~Ot•~J'~•a- 2.) Bldg sewer length t o ~ o It74.2L - amount of cover ~ e~~ - ~' 3 ~ 3 ~' Plan revision Required? [] Yes No - Use other side for additional informati6n. " ~'I ~S ~'~ Date - ° Insepctor's Signature SBD-6710 (R.3/97) Cert. No. DISTRIBUTION SYSTEM ~ l'~ ,P s /~ r)`~ ~ ,~-~7,Q ~ x'.31 8'0 Sanitary Permit Application Safety & Buildings Division In accord with Comm 83.21, Wis. Adm. Code 201 W. Washington Ave. ~~5~®n~~n See reverse side for irstructions for completing this application PO Box 7302 WI 53707-7302 Madison Department of Commerce Personal information you provide may be used for secondary purposes [Privacy Law, s. 15.04(1)~r~a)}__~___ , (Submit completed form to county if not state owned.) Attach complete plans (to the county copy only) for tl "s vtrpa}ier!ndt,less than 8-1/2 x 11 inches in size. County State Sanitary Permit Number ^ C ec .i prevision io previou's~apf~li tion State Plan I. D. Number I. Application Information -Please Print all Information Location: Property Owner Name , ~ ~ ~ ~~ '; - ~_.'.,t ~ ~_. ~ +.1 2Q~~ Property Lo~Jca~ti~on ir) //_ !r" s ~~ ~ ~ ~i~ ~ 1 / I/4, S T ,N, R (o W Property Owner's Mailing `..,dress e ~ ,:.,,, ~ COQ ` . Block Number Lot Numbe v~ ~ ' ~ ~ ~ ~ ~ ~ xpN-1'IGGFFIGE ~ ~ City, State Zip Code o er ,..- ~ ~ Subdivision Name or C Number ~ ~o II. Type of Building: (check one) ~ ~ K ^ 1 2 F il D lli A ~(~ 5 h~ 6~ 1~ N f B d ^ City ^ Village or am y we ng - rooms : ~r , o. o e V ~ S Q -0~Town of ^ Public/Commercial (describe use):_ ~h ~ r, / -ru r y'r =~L_ ^ State-Owned / ` f ~rJ ~ Neazest Road ,~~ ~~ ~~ N .f G ~/' / '~ ~~T~j^ /J"~~ ® umber(s) Parcel Tax ~, O ~ ~ O _ b III. Type of Permit: (Check only one box on line A. Check box on line B if applicable) ,T'; 3 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 ^ Other: V. Dispersal/Treatment Area Information: 1. Design Flow (gpd) 2. Dispersal Area 3. Dispersal Area 4. Soil Application 5. Percolation Rate 6. System Elevation 7. Final Grade Required Proposed Rate (Gals./day/sq. ft.) (Min./inch) Elevation VII. Tank Capacity in Total # of Manufacturer Prefab Site Steel Fiber- Plastic Information Gallons Gallons Tanks Con- Con- glass New Existing Crete structed Tanks Tanks ~-e ~! c `~.. ~ / ' ~/ GQ~~ ~ ^ ^ ^ ^ ~~ ~ ~. ^ ^ ^ ^ Q ~ VIII. Responsibility Statement I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber°s Name (print) Plumber's Signature (no stamps): MP/MPRS No. Business Phone Number /~ u is Address (Street, City, te, Zip Code) IX. County/Department Use Only ^ Disapproved Sanitary Permit Fee (Includes Groundwater Date Issued Issuin Agent Signature (No stamps) Approved ^ Owner Given Initial Adverse Surchazge Fee) / ~-- Determination ~ 3 2 S z ~ X. C ondition ns for Disapproval: s of Approval /Re aso / / (~ / l J ( - / ~' rt+ I~! ~fl V~ lv~ 5't'~~!'ccv ~'h.G~ .~C~19 tCP~ ~,1~ I/~QY~(n.TG4 C~Lcr2r1S Y[GOfN.nnC~~oYI~S. SBD-6398 (R. 07/00) ~. ~ ~ ~scons~n Department of Commerce Safety and Buildings 4003 N KINNEY COULEE RD LA CROSSE WI 54601-1831 TDD #: (608) 264-8777 www.commerce.state.wi.us/sb www.wisconsin.gov Scott McCallum, Governor Brenda J. Blanchard, Secretary July 02, 2001 CUST ID No.220527 BYRON BIRD JR 896 68TH AVE AMERY WI 54001 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 07/02/2003 SITE: Robert Ciak - 160`s street St. Croix County, Town of Erin Prairie W 1/2, NW 1/4, S5, T36N, R17W FOR: Description: Three Bedroom At-grade System Object Type: POWT System Regulated Object ID No.: 798624 Identificati ers Transaction ID o. 6555 5 Site ID No. 6317 Please refer to both identification numbers, above, in all corres ondence with the a enc . The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. 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 "At-grade Component Manual Using a Pressure Distribution System for Private Onsite Wastewater Systems" SBD-10570-P (R.6/99) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems" SBD-10573-P (R.6/99). In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. The owner must insure that the operation, maintenance and monitoring duties as described in section VIII of the at-grade manual, and section VI of the pressure distribution component manual are complied with. A copy of this letter including instructions and information regarding proper use and maintenance of the system must be given to the owner and each subsequent owner upon completion of the project. • A state approved effluent filter is required. Maintenance infornation 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. • A Sanitary Permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.135 and 145.19, Wis. Stats. Inspection of the private sewage system installation is required. • Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats. • The 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. ATTN. POWTS Inspector ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 BYRON BIRD JR Page 2 7/2/01 • Comm 83.52(3). The activities relating to evaluation and monitoring mechanical POWTS components after the initial installation of the POWTS in accordance with an approved management plan shall be conducted by a person who holds a registration issued by the department as a registered POWTS maintainer. Note: The changes made to this plan on 7/2/01 were acknowledged and approved by the system designer. 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. Sincerely, ~/ .- ~ s IN• = Gerard M. Swim POWTS Plan Reviewer -Integrated Services 608-789-7892 Mon -Fri 7:15 AM to 4:30 PM j swim@commerce.state.wi.us cc: Robert Ciak FEE REQUIRED $ 175.00 FEE RECEIVED $ 175.00 BALANCE DUE $ 0.00 WiSMART code: 7633 Page _ e+ _ System start up shall not occur when soil conditions are frozen at the infiltrative surface. During power outages pump tanks may fill above narrnal highwater levels. When power is restored the exceu wastewater gill be discharged to the dispersal cell(s) to one large dose, overloading the cell(s) and may result in the backup or surface dischar :e of effluent. To avoid this situation have the contents of the pump tank removed by a Septage Servictng Operator prior to re oring power to the effluent pump or contact a Plumber or POWTS Maintainer to assist in manuatiy operating the pump controi< ~~ restore normal Levels within the pump tank. Do not drive or park vehicles, over tanks and dispersal ce[is. Do not drive or park aver, or otherwise disturb or compact, ~ ar-~a within 15 feet down slope of any mound or at-grade soli absorption area. Reduction or eltminadon of the following from the wastewater stream may improve the performance and prolong the life ~ the POWTS: antibiotics; baby wipes; dgarette butts; condoms; cotton swabs; degreasers; dental floss; diapers; disinfectants; f foundation drain (sump pump) water; fruit and vegetable peelings; gasoline; grease; herbicides; meat scraps; medications; i; pafntina products; pesticides; sanitary napkins; tampons: and water softener brine. ABANDONEMENT When the POWTS fails andtor is permanently taken out of service the fo[lowing steps shall be taken to insure that the sysr , ., property and safely abandoned in compliance with ch. Comm 83.33, Wisconsin Administrative Code: • Alt piping to tanks and pits shall be disconnected and the abandoned pipe openings sealed. • The contents of a[t tanks and pits shall be removed and properly disposed of by a Septage Servicing Operator. • After pumping, ail tanks and pits shaii be excavated and removed or their covers removed and the void space filie ~~it!; soft, gravel or another inert solid material. CONTINGENCY PLAN If the POWTS fails and cannot be repaired the following measures have been, or must be taken, to provide a code compli replacement system: O A suitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorpti~ ,. system. The replacement area should be protected from disturbance and compaction and should not be Infringed upon by required setbacks from existing and proposed structure, lot lines and wells. Failure to protect the replacement are.kill result In the need for a new soil and site evaluation to establish a suitable replacement area. Replacement systems ~us* comply with the rules In effect at that time. 1J A suitable replacement area fs not available due to setback andtor soil limitations. Barring advances in POWTS tee ~nolo;y a holding tank may be installed as a last resort to replace the failed POWTS. ^ The stte has not been evaluated to identify a suitable replacement area. Upon failure of the POWTS a soil and sit evaluation must be performed to locate a suitable replacement area. if no replacement area is available a holding ~k m,ay be installed as a last resort to replace the failed POWTS. O Mound and at-grade soil absorption systems may be reconstructed in place fol[owing removal of the biomat at thF infiltrative surface. Reconstructions of such systems must comply with the rules in effect at that time. < <WARNING> > SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES AND/OR ITISUFFICIE ~IT OXYGEN. DO NOT ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY CiRCUMSTA3 ACES. DEATH MAY RESULT. RESCUE OF A PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT C IMPAltlRl.i. ennrr~nuws ~n~eu~rc POWTS INSTALLER Name B ~ r>.~, ; n.. Phone ~~ ~ ~ ~- - 7 ,~ POViri'S MAINTAINER _ Name K o~.~ r• ~ 4 r Phone ,~ ~ f "'`~ 30 ~-g'O~ SEPTAGE SERVICING OPERATOR (PlIMFER LOCAL REGULATORY AUTHORITY ~_ __! Name o ~ o ~ ter- Agency r~ , ~ : u ~ u ~_G~~ a~.~:~ ._ _ ~1 POWTS OWNER'S MANUAL 8L MANAGEMENT PLAN FiLE ifNFORMATION Owner ~ ~ ~,.,,~ C i Permit # DESIGN PARAMET1tRS Number of Bedrooms --, ^ NA Number of Commercial Units ~2CNA Estimated flow (average) --~ dG gat/day Design flow (peak), (Estimated x 1.5) y s- ~ gai/day ~ gai/day/ft~ Soil Application Rate Influent/Effluent Quality Monthly average Fats, Oil St Grease (FOG) s30 mg/L Biochemical Oxygen Demand (BODs) x220 mg/L Tota[ Suspended Solids (TSS) <_150 mg/L Pretreated Effluent Quality O NA Monthly average* Biochemical Oxygen Demand (BODs) s30 mg/t Total Suspended Solids (TSS) s30 mg/L Fecal Coliform (geometric mean) X10' cfu/1OOml Maximum Effluent Particle Size ~ inch diameter SYSTEM SPECIFICATIONS Page _ Septic Tank Capacity Q gai Septic Tank Manufacturer Effluent Filter Manufacturer Effluent Fitter Model ~ Pump Tank Capacity ~~v gal Pump Tank Manufacwrer Pump Manufacturer ro p- Pump Model s' - ~-, Pretreatment Linlt ^ Sand/Gravel Fitter ^ Peat Filter ^ Mechanical Aeration ^ Wetland ^ Disinfection D Other: Manufacturer Dispersal Cell(s) ^ in-ground (gravity) ^ In-ground (pressurize 'At•grade ^ Mound ^ Dri -sine ^ Other: *,! .A ~NAE ~ NA~ ~_--~ rlA ~' iVA era ___._j ~~ ^NA J ~' ~ ~ f .__,_.~ +~ Values typiu! for domestic (non-commercial) wastewater d septic rank effluent. * * Values typical for pretreated wastewater. MAINTENANCE SCHEDULE Service Event Service Frequency inspect condition of tank(s) At least once every ^ montht:~ year(s) (Maximum 3 Pump out contenu of tank(s) When combined sludge and scum equals one-third (ys} of tank volume Inspect dispersal ce(l{s) At Least once every ^ month~,Bt. year(s) (Maximum 3 Clean effluent filter At least once every ^ months ~f year(s) ,S' ~ n , ~- inspectpump, pump controls 8t:aiarm At feast once every ^ months3~t'year(s) ^ NA Flush laterals and pressure test At least once every D manth3~.year(s) ^ NA Other: At least once every ^ months ^ year(s) NA others At Least once every ^ months ^ year(s) A MAINTENANCE INSTRUCTIONS .inspections of tanks and diupersal cells shall be made by an individuai carrying one of the following Licenses or certification Plumber; Master Plumber Restricted Sewer; POWTS inspector; POWTS Maintainer; Septage Servicing Operator. Tank ins must include a visual Inspection of the tank(s) to identify any missing or broken hardware, identify any cracks or leaks, me- volume of combined sludge and scum and to check for any back up or ponding of effluent on die ground surface. The tits cell(s) sF~ail be visually inspected to check the effluent levels in the observation pipes and to check for any ponding of efffuf the ground surface. The ponding of effluent on the ground surface may indicate a falling condition and requires the imme notification of the local regulatory authority. -'s. ) "3. ) Master actions ire the ~rsai or: ~~F When the combined accumutadon of sludge and scum in any tank equals one-third (Ys) or more of the tank volume, the e= °e contenu of the tank shall be removed by a Septage Servicing Operator and disposed of in accordance with ch. NR 113, ~ -ronsin Adminlstradve Code. The servidng of effluent filters, mechanical or presstrrized POWTS components, pretreatement components, and any oche maintenance or monitoring at Intervals of 12 months or Less shaft be performed by a certified POWTS Maintainer. A service report shaft be provided to the local. regulatory authority within 10 days of completion of any service event. START UP AND OPERATION For new construction, prior to use of the POWTS check treatment tank(s) for the presence of painting products or other ~ 7mica?= that may impede the treatment process and/or cfamaQe the dlsnersai celils~. f.f hleh concentrations are detected ha~P the ^-~~'~ PROJECT Robert Ciak PLOT PLAN ADDRESS 14847 60th st. N Stillwater Mn 55082 W i / 2 NW i /4 S 5 /T 30 N/R 17 W TOWN Erin Prairie 6/7/01 MPRS Byron Bird Jr. 220527 DATE CONVENTIONAL At-Grade CONVENTIONAL LIFT BEDROOM 3 HOLDING TANK MOUND SEPTIC TANK SIZE 1000 Gallons "LIFT TANK SIZE DOSE TANK SIZE 800 ,BENCHMARK V.R.P. Top of Survey ASSUME ELEVATION 100' ^ BOREHOLE O WELL *H.R.P. Same as Benchmark SYSTEM ELEVATION 106.4 •• ()I, J Plans Designed Using At-Grade Manual Q v~D Version 1.0 and SSWMP Publication p l ~O ~~Et~ Ap,~,~~~ ,-~ 9.6 Design of Pressure Distribution o~4 Networks for ST-SAS (01/81) ~ ~` SEA ~ Alt. L 476' Property Line g_~, HOLDING TANK SIZE LOAD RATE .5 ABSORPTION AREA 900 # of chambers none Scale - 1 /4" = 1 ~~ Runoff Water is to be diverted away from ~ p 7,~ ~ Well is to meet all the at-grade ~~ ~, I pb 0, setbacks found in ~' 105.0 ~ Comm. 83 / / B-2 a Pro 3 ~ Bedroom 7% ~ House Slope ~ 0 -~ ^ m B-1 r m Weeks ST Area 15' Below Tanks are to be pT At-Grade is to properly bedded and provided with remain lockdown covers undisturbed with approved B - 3 warning labels 476' Property Line COUNTY ST. CROIX B.M. ~ 5' T w ~' S ~ A = _~~_,_ ~ t . 8 = .~Q, Ft. ~ - .~ Ft. v~ = 2 2- ?' S' B ' PYG ~OACB.1*~1111~t ~ I ~- ~~sr~t-r~ur~e~t~ tAtI.RA~. -1' JJ ~Sr~ t3t~~ ~ to o85~:R~gr~e~s W~L~ t~.,. ._,_._., c ~.,..._, ,..~.,, ~ I ~'--- -'-- --- ~---~ ----o--- --J I/6 B ~ I/die ~~I/2B >_ 5' CELL o~ %Z"~ ~%t~~ AG~,RE.G~~TE hPPRaV~p SYNTF}EnL Fabr'sC ~ ©istribution Lcrterai STR81l~l~~,p ~bServation Wel i ~~_`` ~ ,'~'' ,~~~ ~ ~ Soil Cover ;'' 6 .j ~..:::s ~n w 1 ~ ~ /i`,i[~i~ r ~ ~e~AIED L+-YER ?~ A x~i # ~.~~ --~-•~ x l~ SLaPE Pl.xn Viav :nd Cxoss S~atiar, of Wiacax,sir, At-grat~la lYni.C with a Singh AhsorpCion Arne on a Sloping Sita S ~ L, ~.t c~ Y u R E.: L I C. ~ ns 'S ~ ~": ~(~,.,, So? ~- ~~ Page Of -.._.._„ Distribution Pipe Detail For ~ Lateral Network ~~ TuRN - uP ~~ ~GLIFRr~ou T} PVC Force Main ,,~ ~ `~ PYC Distribution Pipe P --~---------a ~JCces~ ~ ~e~ P__. .,___ Ft• Hole Diameter ~ Inch X ~ Inches Lateral Aiameter Off- Inch(es) Y ~1.~ ~nche$ Forr.e Main Diameter ~ Inches Qf Holes/Pipe J~ Invert F1 evation f.Tf Lateral s /~? ~ Ft. Signed- License hum er: ~a `S"o? 7 Date: ~ ~" Q~ pL.t~~',P CHAr~F,Eft CROS5 :f"c~lol•.; c,nyc ~° I<<^ ~r! n;5 ~.~ '~l~f __... ~.r wF.AT~;a;fiPRpOF' ' ; aPPR4V£D I.OC,N,tI<!:. %q : d0'h >?CCR. I ~ ..`F34G"~~3W 80K ~ M~AiNOi.£ CQVEF, AIR iN~AKC f ~ ~ ~ GftA pE --1 ~ I 4 '~1" ~" JrIIAJ. jf i E0 I~f{N. pa A~ I IF GGIJDLliT--~~ ~-~ _.•ww_~~..~~. "~ ~~~f ~ ~... 1~ _~ . AlRTtuHT SEAL ( I' ~ ~` I ~" A ~ I~! I f~l f 1 ~ ALARM 8 + I ~ . G *APPRfl1+£f3 I I ova Ji3INTS ~JtT~ ~ , .r E;.£V. FT APPROVEu P?PE ~ 3' INTO °L'MP-~,~ r, tJ I~ Gfr i ~ SOI,IR SOII. ~ (! I G41vCR6Ti` pt,OCK "~ Fi15ER EXIT PC R.1"1!Tft:p p~Ly -F TA1JK ~"~AlJ41F~.GTiJit>w.R; H/\5 5~1CN APPitpVA{. SCPTIt !~ Lr~,,p~ p ~ F ~ _ ~ r, X05 L `iii TAUK MAIJLtFACTLJRCR= k{uM6ER OF QOStS; ~ rER DA!! TAl.1K S1Z[ : ~d/0~~ GAL•I.CW S C~CSC 11~3Li1MC /~ AL.r11AM MA~IA{FAGTi~RCR' ~ ~ r..l~,'~M-jam ~uCLNC1RlG 6AtKFL1w: (/ ~Ati~~~ii nCACL NUM!»1[R: ,Q.L,(L., CAPACITICS: A'~- ~ .~CNCS OR ~;,,._~GALLONS swlTGk TSAO[: ~ ~ `~_ 8 * (I~C>a>is OR GAl.l.arus °~ I'1AAJL4!<AtTUR~R: /Den. D e...." ~//'' lycNc6 OR G~I.~auR ~`1O0ti. ULIMt~ICk: D ^ ~Q tf~C hE5 OR GALL41~i sW!?CN TyPC: „~,,,~„(_t9'~G /)'lGlu/L~„ ,~orE: PUPPN A~10 ALAFIrti ~Re To ac ~1+11NM1L~M OISClii4RGE R~TC~~G-M !NSTA~L¢D ON SEP+~~iATL CIRCUITS VEtITItAA, 01FFtRiA1Gt OCrWttA1 Pu/~1f pft 11A10 DISTRIbUT:OU Ply'' ~/_,.r~, Fgt•T ,~~_ ~ MrusML-r•'t A-CTWOFK SJPPL~ PR~SSLaRE . .T~'...C~ FEET ~ ~O 9'Q-lCpyQ + SC~ FCET OF PpRCC MAIrJ X .C'=.~,G„~ff'~ . app P~FRlCTfo1,1 FACTpII...s,~_ r'CET ` 'T'OTAL. Qy1JAMIC HEAD ~ •.3 FEtT / ~ ~~ 1~ Itu'T£RAJAL DfM~A35tAA~t pF 3"!IAJK: 1.EAJGTh_,Z,.,__,,;WlpTH ~• e -._~ _ + C £ ~ ° F tii U n Q, £, -_,.,.,._ GAT £ i Puma Characteristics /Motor (loft Sehtaersi6le Mooed Modek SHEF40M1 SNEF40M2 Autotrwlic Models SNEF40A1 SHEF40A2 N wer 4/10 FaA load 12 6.S Motor Shaded Palo {4 Pdet s.PM. lssa Phone 10 V 11S 230 Hert: 60 Y re 120° F Mex. Ftrid NEMA De A lastdetioe doss A Sloe 1 1 2" NPT SoAds 3 4' 28 p-s. Power Card 18/3, SJTW, 20' std (30' optfond) 1 ~~ Performance Dcita 40 ' 30 \0 ~~ 0 !4 24 30 4D 50 60 70 QPM Total Head {feet) 10 1 17 21 Z5 28 30 35 (m) 3.0 3.2 6.1 7.6 8.5 10.7 tiiPM (lJS. CiPM} 70 5d AO 30 30 10 0 ( s sec) 4.4 3. 8 3.Z Z.5 1.9 1.3 .63 0 Dimensional Data .- ~-~/e•~«-s-s/a° (Tn8.z7) 1. A!! ditnenstons in inches. (Metric for (98.42( -s• (TZn-»~ ~ internotiona) use}. 2 C t d' si Material s of Construction (sa `a2> i .:.. omptuten . (men ons may vary * tie "~'~ H Staitskss Steel 3.718" ~' ~ DESCHARQE 3. Not for cmtrs~f_r~urct'an purpose 08 Didectrlc ON (98.42) ;Et~'' T-T/2" NPT t}AlBSS Ierhhffed. N ~'~ ~ 9WITCN 9 Oimensions and welghis are c Cttih ken . approximate. stilt Sr«i ~~ Shetti sod ~ ~; ~,,,/ seat Botfy: Altodixed steel sprt strrinles:steel.. ~ 5. We: resorve t(le right to make txlraians fio'our product nnd.•ihea' speditcations.wttltout notice: f eper ed`tbe stk : . r ~ sf011i8Steeve~eer „~ ~~ t 1-3'Sa (288.9P)~ ~ {25678) - I' lAwe1 Beer $~ a 1tOW 11aR ~ ~ ~' ~ Aottem to Poi stet Codted Steel< ~- -~- Fasteners Stnide3sSteel ,~ ~ ~,r~,A i9~a7j< °- Legs Etrglneered:Theresoplagtic -~---,~.. --f- .~' ~. .~. m. ® 1998 Hydromatic° Pumpc, Ashland, ie. Rights R~s~rv~d- I~ NYDROMATiC ® -Your Authorized Local Distributor - ° ~ . .~ :. ~_~~~ ~ , - 1846 Bonet' Raod Ashland, Ohs 44805 Tei: 419.289.3042 Fax: 419.281.4087 '~ ° ' -~_ Web Site; www.pentaapatnp,tartt /~+'srsr C~~~A SALES OFFKES IN All MAIOR CITIES AND COUNTRIES ~~ ~ 7r~C~ ~ Refer to "Pumps" in the yelbw pages of your phone dtredory far your bcol Distributor $ ~"'! /~ /"""" ~ S h ~y~ ... ~~, ,~. J ~. Itemk: W-02-6650 119E SM ~!ya.~icT9' s e Wisconsin Department of Commerce Ztivision of Safety and Buildings Bur'~au of Mtggrated Services Attach complete site plan on paper not less include, but not limited to: vertical and ho ' o percent slope, scale or dimensions, north rt ~. APPLICANT INFORMATION - P Personal infomratan you provide may be used for Property Owner nn Property Owner's Mailing Address SOIL AND SITE EVALUATION ac o~aande°wuth s. ILHR 83.09, Wis. Adm. Code /\,,~ x"1/2 11 f~e 'n size Pl~a~ must f refer~~~1~~~M), direand County n , 5 ~ , ` ~ b 1~l and location and distance tq_n rest road. ; p~ I.D. # (~ Q ~:`~~ ~y i:.1 ~%J ~ _ e (~ 1 print ~l/.i~oaatnafion~ ` dewed by o~ V t W oGlJ~' City State Zip Code Phone Number l.Je,-llsu,/f~i ~~ i ~f yv.~i ~ ?15 ~ 7~~ Page of Date/ Q X~aW~ (1) (rrr)). `~ ~~~~v ~,,~ Property Location ~~! Govt. Lot ~ 1 Z , ~~1/4,S ~ T 3v ,N,R ~ ~ E ( M Lot # Block# Subd. Name or CSM# Nearest ^ City ^ village , ~ Town ~-a3~a ~- /boss New Construction Use: ,~'~iesidential /Number of bedrooms Addition to existing building ^ Replacement ^ Public or commercial -Describe: Code derived daily flow ~ gpd Recommended design loading rate ~~bed, gpd/ft2~trench, gpd/fl~ Absorption area required bed, ft2~SIX, treru;h, ft2 Maximum design loading rate bed, gpd/ft2 f. ~ trench, gpdHt2 Recommended infiltration surface elevation(s)~D?. ~ __ _ ft (as referred to sfte plan benchmark) Additional design/site considerations _ Parent material Flood plain elevation, 'rf applicable /y/~~ft S = Suitable for system ~nventional cM~ound In-Ground Pressure AT-Grade System in Fdl Holding Tank U = Unsuitable for system ^ S ,~U ~a,i S ^ U ^ S ~ U ~ S ~1 U ^ S Q U ^ S ~ U Boring # Ground v. /~ . ft. Depth to limiting fa for ~,in. SOIL DESCRIPTION REPORT Horizon Depth Dominant Color Mottles T t Structure Con i n t B unda Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color ex ure Gr. Sz. Sh. s s e ce ry o Bed ,Trench / -~~ ,~ 2 ~zf~- .-/ ~ ~ ~- . 5 ~. 6 a ~ ~ mss -- ,~ :~.. / ~~ ~J r" Lso~U' ~ /' ~I '~' / ~ /r ~~ ~ /~ ~ N•7• N, a~ al eP+~ ~ y „ Remarks: - ~ ,.~ mss- r . a :.3 - .5 ,- 1 s ~r ~ ~, ~ S - ~ - -- ~ ~ ~ ; /I/ ~,RZ dr. ~, ~~,. Remar~s: _ (Please Print) '~ [ r Add~t7 ~7 ~.T"..~ ~.~i.~.l/ ~~c ~7 u/~ Telephone No. / ~~~L CST Number 3%~ m2 ~.t~v Gn~ .~ .Z .~ .3 .Z `~ ,~ PROPERTY OWNERS-~ G'/`~~`~~.QA!~~~L DESCRIPTION REPORT PARCEL I.D.# Boring # ~. Page of r` Horizon Depth Dominant Color Mottles Texture Structure Consistence Bounda Roots 2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. ry Bed , Tre nch ~12 1O l ~ ~ ~ /' L/j / ~ ~ +• ~l7 J ~^ /'' ~ J~ r ~ f. O~ ~ r- .S ~ / j t~ w.e~.~ c~cpt-h lit.. Remarks: Ground elev. tt. Depth to limiting factor in. Boring # Ground elev. tt. Depth to limiting Remarks: Horizon Depth Dominant Color Mottles Texture Structure Consistence Bounda Roots PD/fl2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. ry Bed ,Trench ~: ' .~ ,2 .y .3 factor in. Remarks: Boring # Ground elev. ft. Depth to , limiting factor in. Remarks: SBD-8330 (R. 07/96) .~ ~. 476' Property Line System to be installed along the 105.8 contour line B-2~aG.`/ Soil Test Plot Plan project Name Richard Tibbett Shaun B' Address 207 W 21st. Neillsville Wi 54456 CSTM #3922 Lot 2A Subdivision Date 4/6/98 W 1 /2 NW 1 /4S5 T 30 N/R 17 W Township Erin Prairie Boring Q Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Top of Survey Pipe System Elevation 107.9 * Fi R p Same as Benchmark Alt. BM Top of Survey Pipe @ 106.8 0 45' 4 Bedroom 7°Io .ding Site Slope i c~~.3 75, 13-1 30, Mound Area 45' 65' B S3 476' Proberty Line B' Alt. B.M. ~o 00 r .: ~~ To: Leroy Jansky From: Jon Sonnentag Fax: 715-726-2549 Pages: 3 Phone: 715-726-2544 Date: 05/24/2001 Re: CL 1 msbk and conventional system CC: ^ Urgent ^ For Review ^ Please Comment ^ Please Reply ^ Please Recycle ~ Comments: Leroy Here is a soil test that a plumber is planning to utilize. We can install an at-grade and have a good system. However, the property owner and plumber are wondering if they could install infiltrators. I believe the code would not prohibit an individual from installing that type of a system, but there are obvious concerns because of the poor clay soils. Would you feel comfortable seeing an in-ground system, and if so, what other practices should be implemented to make it a better system. The plumber is thinking of installing two tanks for extra settling and installing the top of the chambers just below original grade with +12 of fill cover. My main concern would be diverting any type of drainage away from the system area since there won't be much percolation through the soil. Please respond when you get a chance. I will be gone next week, but you could respond to Kevin if needed. Thank you. ~~ 0512412001 20:04 715-726-2549 S&B CHIPPEWA FALLS PAGE 01 State oi' Wiscopsiuo Department of Commerce,13 East Spruce St., Chippewa Falls, WI 54729 FAX To: .~~ rJ ~ R ~4,E V ~ ~ ST,. C/zoUC C6. ~Nr~'~ Phone: Fax phone' CC. ~$~~ s"/erg 2001 Number vi'pa$es includi~ cover sheet: ~_ From: Leroy G. Jansky 13 E. Spruce Street Chippewa Falls, 'QVY 54729 phase: 715/726-?544 Fax phoaxe: 715/7?6-2549 ];-mail: Ljanslry(a3commerce.statc.wi.us ~iEMAIiKS: ^ U'rgtnt For your review ^ Reply ASAP ^ please comment ~~': T~f3l3ET1` srr~ cµ~,,.,,g~~ MIEN-i rva~ A-r ri~f~ ~'~. ri~ s~oP.~S QkE_ ~~~ o,c. mss , B- 3 cs 7'2v~ 8c~5ri+~E ~ ~ r+i- a r.. ~,~ S¢ ~ r d-t~- ~4/ 774,~'4E Ser L. •' ~~ A~- v°~-'~ ~~`". S+~Sr .~ ~ `~ar'C.. 1t1~1,~+°E.~~c,.N /~~'t~. /~Sf ~5~ 4 .Z.. CO ,~a X32 ~N~,~~.5`U~ ~y S'~Putgy"`~w•1 r~~' ~ ~ `~ '~S ~Oa/• 3S = /~/~ Z8~(v ~s jO t cN~~.J~ . = i:~3(. ly Ion =l ~lY~ ~~ xF' ,~~"~? d~ ?~ rat s~ . ~lr.i ~! -6 l~O~ s yS rT H~ /5~.. ~tr~'. . Z /~~C.UM~~1 la`s GN 5 rT1E. 1/~-ICI 44~77~r~ ~~ ~tY C. ~GNDrT1 a~v~ ~rG,~ r 'Tp q. µ~ 1~R~iAM.- r~t~+R.~ ~¢ Lu,iJ GI SAO €,. 5 Y 5)~ ~ , r ~o ~ ~ `~ ~c~ -n+F n~acR~ Ply ~ ~a{L_. ~~;,~ ~ 3 > ~r .t s E,~ c~,~ c.- k ~l'`~ ~ ~ ~ ~ ~ ~~ 4~~+ Sy ~ ~ ~.~ Two"' ~~ 1~+4. ~ 1 r, ~n Sn?.a ~T~t , ~' ~ Br~. l.uvl~ ~~ f~2. F-~el~~X ~--f' 3 ~-~- , ' ~ ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM OwnerBuyer / ~ ~~G2.. Mailing Address Property Address (Werification required from Planning Department for new City/State ~~, Parcel Identification Number [~ /v~ --`o~~3a~~o LF,GAL DESCRIPTION Property Location ~~~, /,~~/,, Sec. ~~, T_~N-R~W, Town of -rr ~/'4~it ~ ~ Z Subdivision ,Lot # Certified Survey Map # ,~y/~ ~~_~ Volume ~ ,Page # `'~ Warranty Deed # _ /~ ~ ~~~!'/ ,Volume _~Te~T, page # ___Q~ Spec house yes ^ no Lot lines identifiable ^ yes f~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 certification form, signed by the owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (I) the on-site wastewater disposal systcm is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. Uwe, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30 days of a three year expiration date. - 6/~~lD( SIGNATUR OF APPLICANT DATE OWNER CERTIFICATION I (we) 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 property d scribed above, by virtue of a warranty deed recorded in Register of Deeds Office. (el3/D/ SIGNATURE OF APPLICANT DATE ****** Any information that is mis-represented may result in the sanitary permit being revoked by the Zoning Department. *****• ** Include with this application: a stamped warranty deed from the Register of Deeds office a copy of the certified survey map if reference is made in the warranty deed '~- ~ STATB BAR OF WISCONSIN FORM 2 -1998 Document Number WARRANTY DEED This Deed, made between Patrick J. Seidline and Deborah L. 5eidline. husband and wife Grantor, conveys and warrants to Robert J. Ciak Grantee. Grantor, for a valuable consideration, conveys and wazrants to Grantee the following described real estate in St. Croix Cottnty, Stale of Wisconsin (The "Property"): ~~ 6 1 994 1 I;RTHLEEH H. WALSH REGISTEk OF DEEDS ST. CROIX CO., WI RECEIVED FOR RECORD 03-E1-P000 1:50 PM YRRRAHTY DEED EXEMDT Y CERT COPY FEE: COY FEE: TRAN5FER FEE: 6.50 RECORDINfi FEE: 10.00 PROFS: 1 Name and Remrn Address ^st National Bank of Ni~w Richmond Box C ~ Richmond, WI 5u017 oI2-tol4-w-too Parcel Identification Number (PIN) This is not homestead property. Part of W t~ of NW tk of Section 5-30-17 described as follows: Lot 5 of Certified Survey Map filed November 6, 1998 in Vol. "13", page 3546. Exceptions to warranties: Easements, restricrions and rights-of--way of record, if any. Dated this ~~ day of March, 2000. AUTHENTICATION Sigttature(s) Patrick J. Seidline and Deborah L. Seidline. husband and wife authenticated this day of March, 2000. * Krishna Ogland TITLE: MEMBER STATE BAIL OF WISCONSIN (If not, authorized by § 706.06, Wis. Slats.) TH[S INSTRUMENT WAS DRAFTED BY Attorney Kristine Ogland Hudson, WI 54016 (Sigmtures may be authenticated or acknowledged. Both are not necessary J 2~ ~~~ * Patrick J. Seidlin~- ,~~~ * Deborah L. Seidling AC EDGMENT STATE OF WISCONSIN ) ss. County ) Personally came before me this _ day of March, 2000, [he above named to me known to be the person(s) who executed the foregoing instrument and acknowledge the same. * Notary Public, State of Wisconsin My Commission is permanent. (If not, state expiration date: "Names of persons signing in any capacity should be typed or printed txlow their signatures WARRANTY DEED , ,STATE BAA OF WISCONSIN FORM No. S -1998 INFORMATION PROFESSIONALS COMPANY FONb OU LAC, NA 900-6552031 r r i ` ~ 591098 --~. ~~ ~ ~ ~~ ~~ ~n op z~ ~z m ,~ THIS INSTRUMENT DRAFTED BY MICHAEL ERICKSON JOB N0. 98-15 BEARINGS ARE REFERENCED TO THE WEST LINE OF THE NW1/4 OF SECTION 5, ASSUMED TO BEAR S00'17'10"E. UNPLATTED LANDS ------------------------------- 160TH____ STREET_ s 00.17'10" E w- ~NIERLINE S OO'17'1 O" E 403.16' 15.55' w 201.58' 201.58 z m~ ~~ ~p o~ zz WEST LINE OF THE NW1/4 "' ~ _ - - S 00'17'10" E ;_- 683.16' 201.45' N 201.44' N o N S00°00'00"E ~' 402.89' :P ° ~ ~ ~ c h n hNpn y I~ ...........................z ....................... ;o ov~~ ~ ~ O z I~ Cb J N DD ~ IN ~~ ~ b 'O ~ ' fTl ~r ~ ~r°.° ~o ~ ~ N N ~ i~ ~ ~ ~~. ~l m D v -' ~'Zj'~]a •JU~~ ° j W i~ (J~ Q N p N ~ ~ (-r-I Ow ~ V~ ~ ~ V i ~ ~. ~ y ~~/ ~l ~ m z Cn m ~ v ° ~ ~' d7 ~,n ~n .p N~ cncmn ~ ~ ~ ~f O y ~ cfl ~ ~ c0 ~ ~ -n n ~ ~ v ~ O O '~ ~_ ~J ~ ~ ~ ~ ~~ ~~ ~ ~ ~ ~ ,~ N _" ~ ~ W ~~ yh~~ N V' ~ ~ ~ d ~ y~~~~ o ~ ° 198.16' 198.16' o y ` ~ y ~' N00'00'00"E 396.32' ~ ~ '.may ,t~. O b ~ ~ UNPLATTED LAND__c9 ~ ~ ~ O ~ ~ . ,~ 9 ~~~~ O • . ~ ~~ FILE® ~ ~ o 0 . t, Novo 6 1998 r tQ ~ '~ ~'~ ~-T~+~H.wa~ ~ ~ ~ o ~ o c m ~ ~ ~' "~!n't, ,• c.. ~' ,r Repistsr of Deeds ~ ,a 1.y~ ~J ~ ~N O C~ ,~ ~ ~~x~~ !~ ~ ~v~~ O ao .~ z m c rn _ ~ '~] D ~z m oo ~ ~ O c~j ~~ ~ .~' ~Z mom ~ ~ O n m mm Z o~ ~vD z b b rrOy,,,,cn O ~ ,. ° m ~ ~ w~U i o ,±?,pF: y. ~ rt D .. 2 O .:; ~..~ t;c. Z N Z Z >ar~g~.;,', : ; !;Nu;, ter ~ f? ~ '~ ~ iittSi YiitE tF1-*1 ~ (Jt =-I O ~ W ~ ~ ~' Vol .13 Page 3546"~ " ~:, •~_ yvisconsin 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 ~ ~ - ~ (` y~ ~ ~ percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. # d z - /D/ ~ -° ~ _ APPLICANT INFORMATION -Please print all information. Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Reviewed by Date ~ `-~ \ _ ~ . ~ Property Owner __-. S ~ Property Location Govt. Lot ~ 1/ ~/4,S 5 T 3®,N,R E (o W Property Owner's Maili/n~g Address ~y Z (/ ~D ~ f'~'o2 Lot # ~ Block# Subd. Name or CSM# ~j ~" Ciiy ~ at Zip Code Phone Number e ~ ~~f(~f ~ ~ ^ City ^ Village ,~ T n Nearest Road // ~ ~ O ~ T , New Construction Use: Residential /Number of bedrooms ! Addition to existing building ^ Replacement ^ Public or commercial -Describe: Code derived daily flow G~ ~J gpd Recommended design loading rate ~ Zbed, gpd/ft2 l ~ trench, gpd/fTz Absorption area required S6e3 bed, ft2 c~0© trench, ft2 Maximum design loading rate r'z bed, gpd/ft2~~trench, gpd/ft2 Recommended infiltration surface elevation(s) - ~ ft (as referred to site plan benchmark) Additional design/site considerations • 5 Parent material Flood plain elevation, if applicable f/!/.~~ ft S = Suitable for system Conventional ,M~o/und In-Ground Pressure AT-Grade System in Fill Holding Tank U = Unsuitable for system ^ S t~l S ^ U ^ S ~U ^ S ~ U ^ S -~U ^ S ~U SOIL DESCRIPTION REPORT Boring # I fGj~round /~~ft. Depth to limiting fa tpj ~ ~ in. Boring # Ground ,/ eft. Depth to limiting factor y_~/ in. CST Name Address ~d+~ Horizon Depth Dominant Color Mottles T t Structure i t C B da Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color ure ex Gr. Sz. Sh. ons ence s oun ry Bed ,Trench 3 yy s ~ ~ 6 ~~.-~ .~- - ~.~ , s/ ~ , Remarks: O ~ /C'~ ~ / S C 1 .3 ~y ~o s c sir ~~ ~.~ ~~~ r ~ ~ y ~ ~l~ sue- ~'.~ ~ ~_ ~,~ ,. ~ ,~, ( f ~fJ X `, Remarks: 'lease Print) S' ure T I pE ` ~ ~ ~/ S .~~ /f Date CST Number 9 ~,, _/J1Q,.r . /l/,o. ) /?i ®.r~~sll.,.. _ l/ r , ~, ~ . ~/./J/ 7 ~~~` 9~ ~o~ >~ ~' ~G S SOIL DESCRIPTION REPORT PROPERTY OWNER Page o~ PARCEL I.D.# Boring # j Ground 1 ~ ~l~ft: Depth to limiting ct r ~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 o t . iz s ~ ~--- s~, c~ ya D b~3 ~'% `t' ~ ,~',3 f 3YS ~ ~ ~-~ ~``~~ Sys 2 ~ /?~ /tii~ ,l~~,ryt ir°'/!/ Remarks: Remarks: Horizon Depth Dominant Color Mottles Texture Structure Consistence Bounda Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. ry Bed ,Trench Remarks: Depth to limiting factor in. Remarks: SBD-8330 (R. 07/96) P Boring Q Well PL Property Line County ST. CROIX ~- , BM or VRP Assume Elevation 100 ft. Top of Telephone Box System Elevation 103.5 *HRpSame as Benchmark --Alt. BM Top of White Stake @ 103.8 0 0 c Soil Test Plot Plan Project Name Patrick Seidling Shaun B' i'f Address 1442 County Road K New Richmond Wi 54017 CSTM #226900 Lot Subdivision ------- Date 7~8~99 W 1 /2 NW 1 /4S5 T 30 N/R17 W Townshi Erin Prairie