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040-1246-70-000
Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division t INSPECTION REPORT Sanitary Permit No: 430177 0 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)). Permit Holder's Name: City Village X Township Parcel Tax No: Strand, Eric Tro Township 040- 1246 -70 -000 CST BM Elev: r Insp. BM Elev: t BM Description: # Section/rown/Range/Map No: • 9'q • b = CCrt ""` 2 24.28.20.1269 TANK INFORMATION W ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark t w Ste. S� S Csr qw. Z l� • �S 9 -� Dosing Alt. BM Aeration Bldg. Sewer Holding St/Ht Inlet b.BZ C1i-o TANK SETBACK INFORMATION St/Ht Outlet t •t6 9(0•:t9' TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic Zit 2 t Dt Bottom Dosing Header /Man. p t Aeration Dist. Pipe Holding Bot. System af.� -t3 C1 -T Final Grade PUMP /SIPHON INFORMATION Manufa turer Demand St Cover t M 03.(2 Model Nu er TDH Friction Loss System Head TDH t Force-main Length Dist. to Well SOIL ABSORPTION SYSTEM RENCH Width r Length No. O Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIM NS ISO SETBACK SYSTEM TO t � ' JP/L . BLDG WELL LAKE /STREAM LEACHING Manufacturer. / ^ a INFORMATION CHAMB Model Number.' G O t Type Of System: [ t „` ` •P / � �• `y DISTRIBUTION SYSTEM Header /Manifold t � Fistribution x Hole acing Vent to Air Intake e(s) 3 , Length ~ Dia Dia Spacin en g SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only Depth Over Depth Over xx Depth of xx Seeded /Sodded xx Mulched Bed/rrench Center Bed/Trench Edges Topsoil Yes g No 91 Yes 0 No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1:Q� /. a Inspection #2: Location: 346 Lindsey Road Hudson, WI 54016 (NW 1/4 SE 1/4 24 T28N R20W) Troy Village Lot 27 Parcel No: 24.28.20.1269 1.) Alt BM Description = S . T . mo Cler • 4) N.A � 2.) Bldg sewer length = \ T „� �ttA� l r - amount of cover - 3) .6 ci ti al lik h —loo E� Plan revision Required? E Yes No Use other side for additional information. SBD -6710 (R.3/97) Date Insepctor's Signature Cart. No. .., ini vo 44 mt rt5 job 406 ST CRX CO ZONING wool t `r II ' War ad ftwA e: MUM lot W. w ► Avg, ?.a em 70a per tnte�t of Commerce W 1537+ 7 7912 (et bw i%"Cep) 30 1-77 Sankary Permit M La bww d oft c� MI. WIC AdwC ie,Pww" iftp i&: +wedeswditr i ft) pa 1 m , FAwwy als'"Ix*o Pied - A - 3(4 «s(d L f..a.. t11i1rt11atiMt Ma An �tir.ad.. (h � J ..; y Ott MWMg Ad*M ._. _ #VVjMV :a U A&0j T „ E at '"P ar — r (theekaNdot �i ar 2 t1o.i� t#aAgilrs - riresr aitlaMaows .� >rrpe CSm F�h� p oo " - Ov ftf � ' the MM Tyr sift tia O:ho& a* Ne Wx as am e. Cane* Vw 2 )t+ ,► W Cl S Q 7�waawMpMiaeTana tt�eaawseQdtr 0 0dM tra =%ft- *— •• e t et O Twwl+a r t+w uw ta<�s tama+i 1+�aahet aae ak t�wd 7 Sot 77 rv. .trowia M ica - laOSpttdsee tad3wane d lNo�e; 2� �. et ael�wc +oii O �eorae r a� ot.iae,o9 ❑ At tln+e ©Siege tste sane tUa 0 .a ty ttute 0 •be.iaw a D Teak D rate > D Aesehk TWWW W %W O tteeNaa wft sate Fiher 0 v Aeta o DWP � WQ Daeip Soa >! MOgdo Duper Awe Raid ad (s! S7raras t9e.atie. VL Ta" tali C"00* in TWO Stye Faw no* 08%ft t3itkw of ihiilt Caassese Conekwsd ohn = Trb t> Twt 15 Twsw,v+tlei Vn. - t ek Ier IAclf�WtSeMswMlYcalinsW a Now a ilohm=thane NamOq C`3S�? Z IS I R5 th "'s . Suaa �Qe.) U Q the 1 13 Diago .-W Sant7wr tenant Fea Om 6nied /1Se�a SwiePe) 0 +oww,w a" ttra..a 6W D. r )(AW..Wd M a` ° ' °""i 3) � �e�. &k . S rem t-S t i w 1 Septic tank, effluent filter and % k" vim& - 6 6 r dispersal cell must all be serviced / mmaintained U�- a+¢.o. S ' as per management plan provided by plumber. _ i c . 2. All setback requirements must be maintained 0-k Q" Ju..t..?A wz as per applicable code /ordinances. Q �. &&4:1 Q 2S ) "' _ mTrort A�Jcs lter+twtl! "swinea pr- anti- 0.6 Fan a1 M�Re 4) U" L "-A- sC.t551+ < <1 1 a „ Lft t s2* 3 t q, SBU -63 nn u -10 1Y X — I , I I I l y C o- I lj® i I I I ' I : � _ -- jllf ; I - 1 , -I (� I / It I i I i I I I i I I I i , , ; E I — i I : a , r I I : I I _ ; I i 7 I ' ~ I i & ao ta Val` Or �ro �llQ Y Lort a 7 a3�� 4�3� A Vea (oU A- mo Au L Q s,-,z s "al- e 1. i i POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page of ALE ►TWN SYSTEM CATXMS Gunner To* R ovdactwaf r-'51. 0 NA Permit # 5 ' T 2 sepal 0 Dow Cl Holding vol. .ta gaal D PAPA SETERS Ter* Manufactwror © NA Number of Bedrooms 0 NA 0 Septic 0 D oes 0 Holding viol. gal 14lumber of Public Facility Ur+lts 0 NA Effluent FO' Ma wfactwer 11 NA Estimated (average) low 5 O T:> GWAM Eftluait FVW Model Q t] Design (peak) flow = (Estimated x 1.5) lb g aid ay Pump Manufacturer "A Soil Application Rate Pu RV Modal Standard Inf u&nt1Effkaartt Quality Monthly average' Pnati sabnar.t unit KhA Fats, ON & Grease (FOG) :00 mgll. 0 Sand/Caravel Filter 0 Past Filter Biochemical Oxygen Demand (BQD 5220 rngAL 0 NA 0 Mechanical Aeration 0 Wetland Total Suspended Soil (MM st 60 mg& 0 Disinfection E3 Other. Pretreated Effluent Quality Monthly average Manufacturer Biochemical Oxygen Demand 1800,1 530 mg/L Dispersal CeWs) ❑ NA Total Suspended Solids CMI Sao mg/t. 0 NA )1 in-Ground (iaravitY) ©in- Ciroead (pressurized) Fecal Coliform (geometric mean) s'I o' ckdl o(xW 0 At-Grade © Mound Maximum Effluent Particle Size Y, in die. 0 NA 0 Drip - L(te 0 Other: Qdw 0 NA 0 NA * Values typical for domestic westewirte r and septic tank emmm. Other. 0 NA MAINTENANCE SCHEDULE Swvke Event Swvke Ftaqur y Inspect condition of took(g) At bast once every: 3 des) (#Aardeauat 3 treats) 0 NA Pump out contents of tank(s) When combined siudge and scum equals one -turd (Y,) of tank volume ❑ NA When the (sigh water eda rm is aotitratad Inspect dispersal call(*) At bast once every: 0 morithis) (Maxim... 3 years) 0 NA C: VXserts) Clean effluent filter At least once every: month(s) ❑ NA Inspect pump, pump controls & alarm At least once every: 0 t mo th(s) 0 NA Bush laterals and pressure test At least once every: Q titan �) 0 NA At bast once every: 0 tt�r.thts) O NA f)etsd♦r: 0 NA MAXWrENANCE INSTRUCTWW Inspections of tanks and dispersed calls shall be made by an individual carrying one of the following licenses or certifications: Master Pitunber; Master Plumber Restricted Sevier; POWTS Inspector; POWTS Maintioner; Septage Servicing Operator (pumper). Tank inactions must include a visual inspection of the tankla) to identify any missing or broken twdwaare, identify any cracks or leaks, measure the volume of combined sludge and scum and a check for any back up or ponding of effluent on the ground surface. The dispersal ceRs) shall be v6uvAy inspected to check the effluent levels in the observation pipes and to died* for any ponding of effluent on the ground surface. The pending of effluent our the ground surface may huRrAte a fsifing condition and requires the anrrrdiate notification of the local regulatory authority. When the rxunbined accumulation of smudge and scum in any treatment tank equals one-third (Y,,) or more of the tank volume, the entire contents of the tank shall be removed by a Septage Servicing Operator and disposed of in accordance with chapter NR 113, Wisconsin Administrative Code. All other services, including but not limited to the servicing of effluent filters, mechanical or pressurized components, pretreatmen• units, and any servicing at intervals of 512 ,months, she# be performed by a certified POWTS Maintainer. A service report shall be provided to the local regulatory authority within 10 days of completion of any service event. GMW 12102) START UP AND OPERATION Page of For new constriction, prior to use of the POWTS check treatment tank(S) for the presence of painting produces, solvents or other chemlcats that may ai de the treatment process and/or Asmsge the sod dsPOrsal cell(s tf high concentrations are detected have the contents of the tank(s) removed by a septa" servicing operator prior to use. System start up shag not occur when soil conditions are frozen at the infiltrative surface. During extended power outages pump tanks may fill above normal highwater levels. When power is restored the excess wastewater will be discharged to the dispersal cell{st in one balls dose and maV overload therm resulting in the backup or surface discharge of effluent. To avoid this situation: have the cDrltwft of the PUMP tank removed by a Septage Servicing Operator prior to restoring power to the effluent pump or contact a Plumber or POINTS Maintainer to assist in manually operating the pump controls to restore normal levels withm the pump tank. Do not drive or park vehicles over tanks and disparsel colts. Do not drive or park over, or otherwise disturb or compact, the area within 15 feet down slope of any mound or at -grade sod absorption area. Reduction or elimination of the following from the wastewater stream may improve the performance and protatg the Iife of the POINTS: antibiotics; baby wipes; cigarette butts: condoms; cati swabs; degreasers; dental floes; diapers; disinfectants; fa t+ foundation drain (sump pump) discharge; fruit and vegetable peelings; gasoline: Wee": herbicides: meat sue; medications; oil; painting products; pesticides. sanitary naps; tampons; and water softener brine. ABANDONMENT When the POINTS fails and/or is permanently taken out of service the following std shall be taken to insure that the system is properly and safely abandoned in compliance with chapter Comm 83.33, Wistxmsin Administrative Code: • All piping to tanks and pits shall be disconnected and the abandoned pipe openings sealed. • The contents of all tanks and pits shag be removed and property disposed of by a Septage Servicing Operator. • After pumping, all tanks and pits shag be excavated and removed or their covers removed and the void space filled with soil. gravel or anottwr inert solid material. CONTINGENCY PLAN If the POINTS fags and cannot be repaired the following measures have been, or must be taken, to provide a code compliant replacement system: A suitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorption system- The replacement area should be protected from disturbance and compaction and should not be infringed upon by mquwead setbacks from existing and proposed structure. lot Tines and wads. Failure to protect the replacement area will result in the need for a new sort and site evaluation to establish a sine replacement area. Replacement system must comply with the riles in effect at that time. ❑ A suitable replacement area is not available due to setback and/or soil limitations. Barring advances in POWTS technology a holding tank may be installed as a last resort to replace the failed POWTS. ❑ The site has not been evaluated to identify a suitable replacement area. Upon failure of the POINTS 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 installed as a last resort to replace the failed POWTS. ❑ Mound and at -grade soil absorption systems may be reconstructed in place following removal of the biomat at the infiltrative surface. Reconstructions of such systems must comply with the rules in effect at that time. < C WARNING> > SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES AND/OR INSUFFICIENT OXYGEN. DO NOT ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY CMCLWAWAN►CES. DEATH MAY RESULT. RESCUE OF A PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE. ADDITIONAL COMMENTS POINTS = POINTS MAWTAMER Narr*1 Name Phone Phone SE'TAGE SERVICING OPERATOR (PUMPER) LOCAL REGULATORY AUTHORITY Name Name � Phone Phone S - 'L(7�r_ 7'� JC.hG7 V This document was drafted by the staffs of the Green Lake, Marquette and Watidtara County Zoning and Sanitation agencies in compliance with chapter Comm 83.2212i1bt ltd) &If1 and 83.54(l),12) & 131. Wisconsin Administrative Code. II ` _ L [C) f EZ1203 11 fe. } 24- i a.. �...C. j f f 1 a.♦ ♦ r• 12 • 62 ;r •!i fY• L •.• .e rr ���:.:. ` ••.... : `• i/2 Ciro. 38.84« ttpp afa.•e►a :w•►::..i� •a.. ! 2 rr 3 L tf f V-W C,� M A (typ.) 9 at 37,4%, Q.D. o ^ ! iat r6 P+oe ° +alts inches 3? Void voty Pa t,nQr x..14 - =2_.t #" S° 1t (? S +atlS) i.I+a iQ SC ` �? U. f 2 + f2�tn 3 l; i t O.O. Of rcyte� E3otttxxt f ! 42.3 mcifq .th f Vold Votute>c � t + 1 a�B+eSarc of era �,�� _�S.t., •(a �'q t' 7"o[a[ � Isce q o1•ouWdc cYl+et !!! (l2av�,h - iq -j ' s � - tti j�f � '---- ! r ` dets . 12 37 r"Mficx t ?Z & S,1 1 S t� FTi ord vpt 7 tan fl I •.SI.�„, yt'11 fr' ProJcc[cd 7re*ch Are., i Fvut .old at bottom ber (( Sedrwall Ner$ht 24 t� SFr. ��7 f i� `orII Voles at oWSttte '+rten °ttZ� 1212 pfr'ft3,eayt? ° U ;5 fr Ltoito� 34 in, =a3 �Q.Ft. hottorn 9 Ft. To"" -,d °p+TDC*T (t ° of Void Vol ' Projected Trench Area Gatta:es Fcr'Ft'o,� O..+t22 rt "Of + 6 -213 � 0.� i.7fi3 X 7, t3 < t3 T ` t ?u3 a+trrc ft / F � r 7 EP j A gg r egate - i Tren -� E 3�sterm ZI203H P ing ?ndUStrlai Gro p�•1J # ss 4 'oak+ nd s#r TN vi B k Rd, Ott•: tar s r -2�_Or r Safety and Butkhngs Division County 11 VIs 201 W. Washington Ave., P.O. Box 7082 (' t �a n in Madison, WI 53707 -7082 Sanitary Pern71ro o be fined in Co.) Department of Commerce (� 261.6546 t Sanitary Permit Application Sate Phu LD. Number In accord with Comm 8311, Wis. Adm. Code6 pw=W in%mation you PAID K ' 7 1 7-P I D stay be tread for secondary purpose 0m) 7 Project Address (if different than mailing address) I. Applicatioa Information - Please Print All Inum.11 j t Preverty Owner's Name JUL x, Parcel # ( Lot # Block # � "Z Owner's Mailing Address Property as go � L u�� .� City, State Zip Phone " " a Y., S.U. ss rag N; R^ c 1K EL Type of Buildinj ( that N may) Subdivision CSM Number I or 2 Family E5��oe ❑ Pu aficc"am Use ,, �` i • ❑ State Owned - Describe Use W �p ry ❑Ci �� o 1114 Type of Pet-tmit. (C4eck only ate box A. Complete line B if applies '* XNew Systern ❑ Replacement System ❑ Treatment/Holding Tank R 76 ❑ tiro to Exi g S B. ❑ Permit Renewal ❑ Permit Revision of VTMf.L Permit Issued Before Expiration 1 4 � ZK L 1v, Type of POW" Check all that apply) x or Alt ZA Non -Pressurimd In -Ground ❑ Mound >24 in. of suitable soil < 24 in. of suitable soil ❑ AA- Pus a Cansrucad Wetland ❑ Pressurized in- Ground ❑ Holding Tank ❑ ilter ❑ Aerobic Trestment Unit Alter Roeimuhtiag S Media Filter ❑ Leaching Chamber ❑ Drip Lur W ars ,-, ekk- Pipe ❑ Other (explain - - - -- V. reatment Area Information: ` •. �S �' Das* NOW wd) Design Soil Application Itstncg Arcs R Dispersal Arta 7 - 90 Sad' x < VI. Task Info City in Toni Number Maau7 Prof Steel her Plastic Gallons Gallons of Un' Concrete Constructed Glass New Existing Talcs Tanker :, i t T aal 15 �, Amebic Treatment rhea Dosing Chamber VU. Respo nsibility Statement I, the undersigned respestslbdllty for la a tAs 1'OWTS shwa o attacLed phma Plumber's Name ` (PriQt) s S' ber tKU Phone Number a Plumber's Address (Street, City, Stitt, Zip Code) A . <_- V E ouu rtment Use Onl Approves 1 ❑ ed Sanitary Pemit F (ittcl des Groundwater Da Issued Issuing Si o tamps) ❑ Owner Given Rama f dal Surcharge Fee) 7 / a3 0 IX. Coalitions of Approval/Reasons for Disapproval 410 4, "1 7ZKIAt Gad coughte plow (» tie Cmwy awry) IwAt sypas err oat kn d" /2 a It lacbm In deer -rower SBD -6398 (R. 08/0) tea- � Q/�La M. t . f fib Wisconsin Department of Commerce SOIL EVALUATION REPORT p age 3 of 4 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County t. Croix Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and parcel I.D. ,O percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all information sewed by Date C Personal information you provide may be used for secondary purposes (Privapykgfv�a 15.04 (1) (m)). , vc Property Owner P pertyLocation Derrick Construction g0.lnE Go Lot NW 114 SE 1/4 S 24 T 28 N R 20 E( �W Property Owner s Mailing Address ,� c '77 Lot 4A Block # Subd. Name or CSM# 1505 Hwy 12 ?, 27 - Troy Village City State Zip Code Phone Nifftiber i [:] Village ■ own Nearest Road New Richmond WI 1 54017 ( 71 5 - 246 - 232C -'" St. Annes Parkway E] New Construction Use(D Residential/ Number of �edlooms 4 Code derived design flow rate 600 GPD Replacement Public or commercial - Describe: Parent material Flood Plain elevation if applicable NA ft. General comments These borings have been completed so as to change the orientation on a system that was originally approved on a and recommendations: mound restriction release, site I.D number 1260, transaction number 20751 -901 The original borings are on file as was submitted on 9/13/99 i ❑ Boring # Boring El pit Ground surtace elev. 98.99 ft. Depth to limiting factor >100 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fP in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Ef1#1 "Eff#2 1 0-19 10yr3/2 U material sil 1pl mfr cw 2f .2 .3 2 30 -38 10 7/6 fill material old road base gsil Om mfi cw - .0 • 3 38 -44 7.5yr4/6 cs Osg ml cw - .7 1.6 4 44 -45 10yr3 /4 cs Osg ml cw - .7 1.6 5 45 -100 7.5yr5/4 s Osg ml - - .7 1.2 ❑ 7 Boring # Boring 98.23 >98 r 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/fP in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Ef1#1 •Eff#2 1 0 -14 10yr3.2 fill material sil 1pl mfr cw 2f .2 .3 2 14 -24 10 7/6 fW material old road base gsil Om mfi cw - .0 .2 3 24 -98 7.5yr5/4 s Osg ml - - .7 1.2 ;p DigitE ly signed b 'p DN: c = Thomas o =En 'ronmental 3y Signature Date: 003.06.08 Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Efflu - < 30 mg/L and TSS < 30 mg/L CST Nam (Please Print) Signatur CST Number Thomas C Nelson 227387 Address Date Evaluation Conducted Telephone Number 1432 120th Street, New Richmond, WI 5115103 715- 246 -2454 nTT n''n Tn'nn\ E"v r al 3 D "�� , 715-246-2454 104' Lot Corner 104' 102' BMI BM 2 N 240' 1 o ' 20' r B4 1 1 69 , � 34 3% 218' B3 t 4 100' ^ � 1 g 170' ' t 4 � a2 2so' B6 CA N N � N 93' B2 12 9' � � 1 98' SCAL I" =40' 240' 1 00' BM I Ba4& s-pruc&trePi100' BM2 Bawofpost97.80' '82 103.15 Lot 2 T TroybtwnelV B3 105.55 B4103.75 T hom,a k Ne o-n/ B5 102.49' 227387 B6 98.99' 87 98.23' - Tckg lu ro U Woad� /Y1 2a 15 -cZ � (cam 4. — 39 (o L� G F-1 too 63d row Ayl te° , ,6 3 � z r l � v 5 i r 0 B 4 / al da Zllrr� 30 1 416-0 pk/o A. r: J �. Oct err, t1 p _WZj D _ td.y(, - ,`To - C L r A��u �XA 44 x103 +r- i �13 Q jr (LILO r sE �' low w �I �I Safety and Buildings 4003 N KINNEY COULEE RD LACROSSE WI 54601 -1831 TDD #: (608) 264 -8777 isconsin www.commerce.statemi.us/sb Department of Commerce www.wisconsin.gov Jim Doyle, Governor Cory L. Ne ttles, Secretary June 20, 2003 1 �6 D CUST ID No. 227387 ATTN: POWTS Inspector UN 2 3 200 THOMAS C NELSON ZONING OFFICE ENVIRONMENTAL BY DE GN ST CROIX COUNTY SPIA 1432 120TH ST "` �!C 1101 CARMICHAEL RD NEW RICHMOND WI 54017 +_y HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: NA __ Nu mbers Transaction ID No. 878625 SITE: Derrick Construction Site ID No. 660784 Town of Troy, St Croix County Please refer to both identification numbers, NW 1/4, SE 1/4, S24, T28N, R20W above, in all correspondence with the Lot: 27, Subdivision: Troy Village agency- FOR: Object Type: POWT System Regulated Object ID Nd,: 908759 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. This submittal was required because of changes made in a previously preplanned subdivision lot and the conditions set forth at the time that no changes would be made to the preplanned area unless approved by the department. The following conditions shall be met during construction or installation and prior to occupancy or use: 1. This approval is not for the design of the onsite system. Complete plans and specifications for this system / design shall be Su --d b^ u^rl amr.opr ateiy ilcci,scd indi i'idii:il to the count; for iC is and appr41'ai 2. The data submitted shows that changes made to the layout of the original preplanned system area will allow a code compliant onsite system to be installed within the area identified by CST B -3, 4, and 5. A copy of this letter shall be attached to the approved plans for the permitted system. 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 onsite system. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Fee Required $ 175.00 Fee Received $ 225.00 Refund Amt $ 50.00 Leroy G. Jansky, Wastewater Specialist Field Operations Bureau W SMART:'code. 7fi3i3 (715)726 -2544 ljansky @commerce. state. wi. us Wbconsin Department of C9mmeroe • SOIL AND SITE EVALUATION Page 1 of 3 Division of Safety and Buildings in accord with Comm 83.05, Wis. Adm. Code Environmental By Design Attach complete site plan on paper not less than 8 x 11 inches in size. Plan must County include, but not limited to: vertical and horizontal reference point (BM), direction and percent dope, scale or cimemsions, north arrow, and lopa*m - and distance to nearest road. Parcel I.D.# St. Cr o ix APPLICANT INFORMATION - Pitaas t all information. Z 6 —ao Personal Wormation you provide maybe used for pirpaees 041acy law, s. 15:04.(1) (m)). mowed Dale O Property Owner € Prope Location Continental Develop Govt. L NW 1/4 SE 1/4 S 24 T 28 N,R 20 W Property OwtWs Mailing Address Lo B" # Subd. Name or CSM# 12301 Central Avenue NE Suite 230 - Troy V i dlage City State 4 Code PhoneNum*' r , , ❑ I Volaqe Town Nearest Road Minneapolis MN 55434 612 Tray St. Annes Parkway New Construction Use: Residential / Number of burs s 4 "Addition Addition loo existing building Replacement El Public or corrxrwdal describe Code Derived daily flow 600 gpd Recommended design loading rate .5 bed, gpdflt: -6 trench, gpdtW • AbsoVm area required 1200 bed, W 1000 trench, fF Maximum design loading rate • 5 bed, gpdtiF .6 tr ench, gpd/W Recommended irtfiNration surface elevations) 100AW It (as referred to site plats benchmar Additional design / site consideration Parent material Loess Over Glacial OutWash Flood plain elevation, if applicable Na ft S-- Suitable for sysimn Conventional Mound In -Ground Pressure AT-Grade System Fill Holding Tank U= Unsuitable system I ®S [1 u ® S ❑ u ®S ❑u ®s ❑u ❑s ®u ❑s ®u SOIL DESCRIPTION REPORT Boring# Horizon Depth Dominant Color Mottles Structure I C�PDltls in. Munsell Qu. Sz. Cont Color Texture Gr. Sz Sh. nsisie Boundary Roots Bed Trench 1 ( 1 0 -20 1Oyr3/2 = sil 2msbk mfr cw 2f .5 .6 I 2n -42 1 f)a,rd /d c- i1 ?mahl: mfry 1 f S F_. J' Ground 3 1 42-49 10yr4 /4 - sl I 2msbk mfr cw - .5 .6 elev 104.62 It 4 49 -53 10yr4/3 - is 2msbk mvfr cW - 7 8 Depth to 5 53-1101 7.5yr5/6 I s Osg I ml - - .7 .8 limiting factor >110 Remarks: SAFFTV Rt-0j 01V 2 l 0-11 10yr3 /2 - sill 2msbk mfr cvv 2f 5 6 1 T 1 ` 2 111 - 3 30 01 1 10yr4 /4 I - I sil 2msbk I mfr I cw I if I .5 .6 Ground 2 In j c I , n. .-A /A '7 o elev J JV - J✓ avya „ - as <.uawn aaa.0 v� - ., .� 103.15 ft 4 35-61 7.5yr5/6 - s On ml cW - .7 .8 Depth to 5 61-68 7.5yr5/6 - gs Osg ml cvv - 7 8 limiting factor 6 6 &98 7.Syr5 /6 - s Osg ml - - .7 .8 >98 Remarks: CST Name (Please Print) Signature: rG Telephone No. Thomas C. Nelson 715- 246 -2454 Adder Environmental By Desi Date CST Number Ref # 1432 120th Strom New Richmond, W1 54017 I,- f 227387 213 PROPERTY OWNER: Coniinenwl Develoment SOIL DESCRIPTION REPORT 2is Pa 2 Of 3 PARCEL I-DA En tal By Desi Horizon Depth Dominant Cobr Mottles Texture Stluchire nsis6e Boundary Roots GPD/fls in. Munsell Qu, Sz. Cont Color Gr. Sz. Sh. ! fie ; Trench 7 �2F 7f1arr2M _ e;1 2h4 m �nfr I his I If G ( 2 26-38 10yr3/3 - . sil 2msbk mfr cvv if 5 6 I Ground elev 3 38 -57 10yr3 /4 - silci 2msbk mfr cw - 2 3 1 5` ft 4 57 -79 7.5yr4/6 - * Osg ml cw - .7 .8 Q� 1D 5 79 -82 7.5yr4/4 - fs Osg ml cw - .5 .6 f00 6 82 -I00 7.5yr5/4 _ s Osg ml - - .7 .8 Remarks: s* bends of s 10yr4 /4 4 I 1 0 -14 ` 10yr3 /1 f - sil I 2msbk mfr cw 2f I .5 .6 I ' 2 1 1 4-33 10yr4/4 + - , sil I 2 ' mfr I cw I if ' .5 6 Ground t� slay 3 33 -36 10yr4l4 - sl 2msbk Mir cw - .5 .6 103.75 ft 4 36 -58 10yr3 /4 - cs Osg ml cw - 7 i 8 Depth to 5 58 -78 7.5yr4/6 - s* Osg ml cw - .5 .6 limiting factor 6 78 -96 7.5yr6/4 _ s Osg ml - - .7 ` .8 >96 -LJ z Remarks: s* with bands of fs 75yW4 e 1 0-31 10vr3/2 - 1 2msbk mfr cw 2f .5 .6 J 2 1-41 7.5yr5/4 - s Osg ml cw if .7 .8 Vround slay 3 41-44 10yr3 /2.i 0 2msbk mfr cw - .5 .6 102.49 ft 4 4498 7.5yr5/4 ►J - s Osg nd - - .7 ? .8 limiting factor d Remarks: Ground elev Depth to limiting factor I Remarks: r • ERV 1432 121P STREET, NEW RICHMOND, WTSCONSIN 715-146 -2454 Tom Nelson Certifial Soi$ Tester 227387 - -- Registered Sanitarian SR00713 i r 4 � L cli Jo OCQ V n t qL c e ct r eci, k iow D. SCALE 1" _ �P � Tom Nelson BMi. f34 o 5 race Tre BM 2 e cvo' 4 ?, Be ERViPONAENTAL �Y Of5i6K 1432 120` STREET, NEW RICHMOND, WISCONSIN 715 -246 -2454 Tom Nelson Certified Soil Tester 227387 -- Registered Sanitarian SR00713 V ' ay �. \v n Q �o cr- a i c) 'A, ("2 BD� Ib3,IS ag 1 6 5 ,5.5 6U 103, SCALE 1" = 0 Tom Nelson BML ?zcSe BM 2 � (S{ of Q osf q7.�v Pam Quinn From: Jansky, Leroy [Ijansky @commerce.state.wi.us] Sent: Tuesday, May 27, 2003 8:26 AM To: 'jons @co.saint- croix.wi.us' Cc: 'PamQ @CO.Saint- Croix.W I.US' Subject: Proposal not to submit Lot 27 I have reviewed the preplanned soil absorption system for Lot 27 from 1/12/2000 and t he new 23/2003. ro osal that you sent on 5 P P Y / I do not agree that the new proposal basically shares the same area as the original. Therefore, it will be necessary to submit a detailed plan to the department for review. The fee for review is $175.00, and will likely take 1 -2 weeks to process once received. This plan will be reviewed by me so I suggest that you send it to our La Crosse Office for processing with a note to my attention. I will notify that office to be on the look out for the plan. Sorry for any delays that this may cause. Leroy G. Jansky Wastewater Specialist i I 1 I Pam Quinn From: Jansky, Leroy [Ijansky @commerce.state.wi.us] Sent: Wednesday, May 14, 2003 8:06 AM To: 'Pam Quinn' Subject: RE: Troy Village Lot 27 I believe that Lot 27 received a mound waiver in favor of a preplanned below grade system area. The stipulation on the waiver approval letter is that any changes in the location or extent of the preplanned area would require Department review and approval. Based on the cited stipulation, it is my opinion that any change in location would require a plan review by the department. Simply stated, the proposed plans must be submitted for rdepartment eview and approval even if they are for a system that would normally have been reviewed by the county. Additional waivers or interaction with the Plat Review Section for example are not required. The review fee should be $175.00 for DComm review of a below grade system. The plan submittal should sent to the La Crosse or Hayward office and request review by me. They will forward the plan to me for review. - - - -- Original Message---- - From: Pam Quinn To: 'ljansky @commerce.state.wi.us' Sent: 5/12/03 11:10 AM Subject: Troy Village Lot 27 Hey Leroy! Tom Nelson called and asked what we do when a mound release has been issued for this lot and the builder wants Tom to come out and try to find yet another location for the system. I told him we'd have to field verify the new location and I figure our office would submit a letter to you similar to the original release request? Let me know how to handle it, this site is really going to look like a prairie dog town before long!: -) Pam Quinn, Zoning Technician St. Croix Co. Zoning Dept. pamq @co.saint - croix.wi.us 1 r Wisconsio Department of Commerce SOIL AND SITE EVALUATION Page 1 of 3 Div4.9 5f Safety and Buildings in accord with Comm 83.05, Wis. Adm. Code ' Fatvironmental By Design Attach complete site plan on paper not less than 8% x 11 inches in size. Plan must County include, but not limited to: vertical and horizontal reference point (BM), direction and St . Croix _ percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D.# APPLICANT INFORMATION - Please print all information. R , wed Dad Pmonal information you provide may be used for secondary purposes (Privacy Law. s. 15.04 (1) (m)). 9 i� 4 Property Owner Property Location Continental Develop Govt Lot NW 1/4 SE 1/4 S 24 T 28 N,R 20 W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 12301 Central Avenue NE, Suite 230 27 - Troy Villiag City State Zip Code PhoneNumber City ❑ Village ®Town Nearest Road I,, Minneapolis MN 55434 612- 757 -7568 Troy St- Aures-P�rkway Z New Construction Use: M Residential ! Number of bedrooms 4 ❑Addition to existing building F Replacement 0 Public or commercial describe Code Derived daily flow 600 gpd Recommended design loading rate .5 bed, gpdiff .6 trench, gpd/fF Absorption area required 1200 bed, W 1000 trench, ft2 Maximum design loading rate .5 bed, gpdff .6 tr ench, gpd/W Recommended infiltration surface elevations) 100.40" ft (as referred to site plan benchmar Additional design I site consideration Parent material Loess Over Glacial OutWash Flood plain elevation, ff applicable Na ft S= Suitable for system Comentionc Mou. -A In - Ground Pressure AT - Grade System in Fill Holding Tank U= Unsuitable for system I NS El U' ® S❑ u 1 ® S❑ u I ® S u I EIS ®u I [Is Z u SOIL DESCRIPTION REPORT Horizon Depth Dominant Color Motfies Texture Structure nsisten Bound Roots GPD/I12 Boring# in. Munselt 4u. Sz. Cont Color Gr. Sz. Sh. Bed Trench 1 1 0 -20 10yr3 /2 - sit 2msbk mfr cW 2f .5 i .6 2 20-42 1Oyr4/4 - sil 2msbk mfr cW if .5 .6 Ground 3 42-49 10yr4 /4 - sl 2msbk mfr cW - 5 6 elev 104.62 ft 4 49 -53 1 Oyr4 /3 - is 2msbk mvfr cW - .7 .8 Depth to 5 53 -110 7.5yr5l6 - s Osg m1 - - .7 .8 limiting factor >110 Remarks: I 2 1 0 1Oyr3/2 - Sill 2msbk mfr cW 2f .5 .6 2 11 -30 10yr4/4 - sil 2msbk mfr cW if .5 i .6 Ground 3 30 -35 10yr4 /4 - is 2msbk mvfr cW - 7 ? 8 elev 103.15 ft 4 35 -61 7.5yr5 /6 - s Osg m1 cW - 7 8 Depth to 5 61 -68 7.5yr5/6 - gs Osg ml cw - .7 .8 limiting factor 6 68 -98 7.5yr5 /6 - s Osg mI - - .7 .8 >98 I Remarks: CST Name (Please Print) Signature: �✓� Telephone No. Thomas C. Nelson 715- 246 -2454 Address Environmental By Design Date CST Number Ref# 1432 120th Street, New Richmond, Wl 54017 5P-13. 97 227387 213 PROPERTY OWNER: Coat -n-tat Devekq ramd SOIL DESCRIPTION REPORT 2fs Page of 3 .PROPERTY LDJ Environarental By Desi Depth Dominant Color Mottles Structure GPDllls Honzon in. Munsell Cu. Sz. Cont. Color Texture Cr. Sz. Sh. nsistence Boundary Roots eed Trench 3 1 0 -26 10yr3/2 - A 2msbk mfr cw 2f .5 .6 2 26 -38 10yr3 /3 - sil 2msbk mfr cw If .5 .6 Ground elev 3 38 -57 10yr3/4 - silcl 2msbk mfr cw - 2 .3 105.55 fl 4 57 -79 7.5yr4/6 - s* Osg ml cw - .7 .8 Depth to 5 79 -82 7.5yr4/4 - fs Osg mi cw - .5 .6 limiting factor 6 82 -100 7.5yr5/4 - s Osg mt - - 7 8 Remarks: s* bands of s 10yr4 /4 4 1 0-14 1Oyr3 /1 - sil 2msbk mfr cw 2f .5 .6 2 14-33 10yr4/4 - sil 2msbk mfr cw if .5 .6 Ground elev 3 33 -36 10yr4/4 - sl 2msbk mfr cw - 5 6 103.75 it 4 36 -58 10yr3 /4 - cs Osg ml cw - 7 i 8 limiting spin to 5 58 -78 7.5yr4/6 - s* Osg ml cw - .5 .6 limiting fador96 6 78 -96 7.5yr6/4 - s Osg iW - - .7 .8 Remarks: s* with bands of fs 7.5yr4/4 5 1 0 -31 1Oyr3/2 - 1 2msbk mfr cw 2f .5 .6 2 3141 7.5yr5/4 - s Osg ml cvw if .7 i .8 Ground elev 3 41 -44 1Oyr3/2 - sil 2msbk mfr cw - .5 .6 102.49 ft 4 1 44 -98 1 7.5yr5/4 - s Osg ml - - .7 .8 Depth to limiting factor >98 Remarks: Ground elev Depth to limiting factor Remarks: I i M 1 141 120 "' ','FREE"[. NF , W RICUMOND WlSt `()NSJN 11 '� '4( i -z - 1-2454 Tom Nelson i i SCA4 I �• [KV f * P0KA[KTA L 1 1432 120 STREET, NEW RICHMOND, WISCONSIN 715- 246 -2454 Tom Nelson Certified Soil Tester 227387 -- Registered Sanitarian SR00713 b N w e A y s g N, 2 9.0 w A p� rod/ U I II a l e, L of 2 7 � (' S o ,aP k _...._ , 0 . VA �i tit 1 a3. �� SCALE 1 Tom Nelson BM 1. 5 BM �wse QF S �.ct „} r - cf„ 100 6 103-75 Q5 " oa•y9 ST. CROIX COUNTY WISCONSIN ZONING OFFICE M r N ST. CROIX COUNTY GOVERNMENT CENTER ■���� 1101 Carmichael Road Hudson, WI 54016 -7710 (715) 386 - 4680 September 15, 1999 Wisconsin Department of Commerce Plat Review ATTN: Leroy Jansky Box 8911 Madison, WI 53708 -8911 RE: Onsite soil verification, lot 23, 27 -28, 60-61, 64 & 112 of Troy Village Subdivision, Sec. 19, Town of Troy, St. Croix County, Wisconsin Dear Leroy: I have reviewed the soil reports for lots 23, 27 -28, 60 -61, 64 and 112 in Troy Village Subdivision, filed by Tom Nelson, CSTM #227387 and have conducted onsite soil verifications on these lots. My findings have verified that the soil conditions as reported by Mr. Nelson are accurately described. The soils on these lots are suitable for subsurface sewage disposal with loading rates of 0.5/0.6 and 0.7/0.8 GPD /sq.ft. I'm also concerned that a large portion of the tested area on lots 23, 27 -29 and 112, was disturbed due to the fact that the borings got quite large during excavation and were open for such a long time. Specifically, I'm concerned that when these borings are back filled, some of the subsoil will mix with the coarser soils, thus affecting the infiltration rate. If you have any questions regarding this issue, please contact me at the number listed above. Sincerely, )pd 66- �� Rod Eslinger Zoning Specialist cc: Chuck Cook, Continental Development Corporation Tom Nelson File Safety and Buildings Division 13 East Spruce Street Chippewa Falls, WI 54729 ww�� .commerce. state. wi. us Department of Commerce . Tommy G. Thompson, Governor Brenda J. Blanchard, Secretary January 12, 2000 CUST ID No. 263197 ATTN: INSPECTOR ZONING OFFICE ENVIRONMENTAL BY DESIGN ST CROIX COUNTY 1432 120TH STREET 1101 CARMICHAEL RD NEW RICHMOND WI 54017 '- WI 54016 RE: CONDITIONAL CERTIFICATION Identification Numbers .Site I.D; Number: 1260 SITE ST CROIX COUNTY, TOWN OF TRO -'" Transaction No.: 20751 -901 NW 1/4, NE 1/4, AND NE 1/4, SE 114 924, " T28N „R20Vy Please refer to both identification LOT 27 - TROY VILLAGE SUBDIVISi,QN number¢, above, in all correspondence 1 with the agency. DESCRIPTION: MOUND RESTRICTION RELEASE s The Department has reviewed the request to release the mound re�N on the above referenced property. This request is supported with information that indjcatigJI4 �property is acceptable for development with a below grade soil absorption type private sewage system. Therefore, the Department waives the above mentioned restriction and has no objection to the development of this property provided that the private sewage system is constructed in accordance with the applicable requirements of Chapter Comm 83, Wisconsin Administrative Code. Conditional certification is hereby made to waive the mound system restriction for this lot provided the following condition(s) are met: 1. The release and waiver of this lot restriction for the below grade absorption system should be incorporated into a correction instrument under s. 236.295, Wis. Stats. This recommendation will eliminate future questions regarding the restriction on the recorded plat. 2. Both soil absorption system areas on this lot are preplanned, and as such no development shall occur in the preplanned area and development adjacent to the preplanned area shall meet appropriate setbacks so as not to jeopardize private sewage system installation. Pursuant to Com 87.04 (7) (a) 2., Wis. Adm. Code, any changes to the location or extent of the preplanned area will require Department review and approval. This certification does not include review of the design for the proposed private sewage system. All other applicable criteria, as contained in chapter Comm 83, Wisconsin Administrative Code, must be met prior to issuance of the sanitary permit for a project at this site. All permits required by the city, village, township or county shall be obtained prior to installation. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. Sinc ely, DATE RECEIVED 09/27/99 FEE REQUIRED $ 80.00 L oy G. nsky, W tewater S ecialist FEE RECEIVED $ 80.00 ield Ope ations Bureau BALANCE DUE $ 0.00 (715)726 -2549 Fax (715)726 -2544 Voice Ijansky @commerce.state.wi.us cc: Continental Development DOA Plat Review M ` ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND . OWNERSHIP CERTIFICATION FORM Owner/Buyer Mailing Address ° 2 S d b © E LE ��c �r Q2 . � 6'tCA eyr" Property Address (Verification required from Planning Department for new construction) City /State Parcel Identification Number ® Vo - /z V J6 --7o - Q LEGAL DESCRIPTION r (Z (0l Property Location )4W %4, < �'C V4, Sec. . T N -R 3 W. Town of Subdivision rl -l;iC V � k- 16 1- C, t-- Lot # Certified Survey Map # , Volume . Page # Warranty Deed # 4 S . Volume . Page # �' O Spec house ❑ yesXno Lot lines identifiable byes 0 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 fimction 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 lVinber, restricted lumber or a licensed v that 1 - P P P t ( ) the on site wastewaterdrsposalsystern 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 the three year a ira 'on dat SIGNATURE 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 prope described a e, y virtue of a warranty deed recorded in Register of Deeds Office. Q(o 2 ?/ c3 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 . C a copy of the certified survey map if reference is made in the warranty deed i WisconsmOsoarm—toflndusuY. SOIL AND SITE EVALUATION REPORT Pag 1 of I L.ioor and Human Relations ?iviwon of Safsty & 8wkfrngs in accord with iLHR 83.05. Wis. Adm. Code COUNT Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but ST. CROIX not limited to vertical and horizontal reference point (8M) */go of slope, scale or PARCEL W. dimensioned, north arrow, and location and distance n �.. }o l $ APPLICANT INFORMATION— PLEASE PRI INFO IIIATI N', REVIEWED BY DATE N PROPERTY OWNER: ` v LOCATION E 1/2S 24T 28 NR 20 W TOM RUEMMELE & JOHN AND BARB LOT I 14 W 1/2S 19T 29 NR 19 - 6 ,(0 W PROPERTY OWNER':S MAILING ADDRESS 7 Ltj SU80. NAME OR CSM 260 COUNTY ROAD F STCROIX �, TROY VILLAGE CITY, STATE ZIP CODE E ILLAGE OWN NEAREST MAO HUDSON W 54016 r ICE toy Ll-=Al 12 6A D D4 New Construction Use [X j Residential / Num t' [ J Addition to existing btutding j j Replacement [ I Public or MW OW desatbe Code derived daily Aow 600 9pd Recommended design loading rate !!j� b ed, gpd1t -- trench, gpolft Absorption area required 00 bed. ft .5oo trench, ft Maximum design boding rate D• S bed. 9PCW 0• G tt ench, gpo1ft2 Recommended infiltration surface elevations) BY DESIGNER It (as referred to site plan benchmark) Additional design / site considerations SSE A/O 7�S 4/ f3��-rE W Parent material mCSS 7 /LG / ©v7 44/AI -5H Flood plain elevation, if app0 cab le N/A ft S $ Suitable for system CONVENTIONAL NO IN4ROUNO PRESSURE AT'GAADE SYSTEM IN FILL HOLDING T�K U- Unsuitable for system I Q S ZU I �S O U O S M , O S Gi u I (:3 S M I OS I� U SOIL DESCRIPTION REPORT Horizon Depth Dominant Color Mottles Texture Structure lCortsistIlincial GPD /ft in. M n ll u. S Corn Color Gr. S . Sh. Boring # A 0 -14 10YR 4/2 I - -- sil 2msbk mfr cw 2vf— 0.5 0.6 <.24111 B1 14 -30 10YR 5/3 - -- 2msbk mfr Ci lvf 0.5 ' 0.6 'Y B2 30 -48 10YR 3/2 ___ sil 2msbk mfr Cw lvf 0.5[ 0.6 Ground slay. B3 48 -72 10YR 5/6 - -- sil 2msbk mfi Cs lvf 0.5 0 90 q_4 ft C 72 -80 7.5YR 5/6 - -- s Os e ml - -- of 0.7 0.8 Depth to linfing factor I 80" I Remarks: Depth Dominant Color Mottles Boring # Horizon Structure GPOitt- in. I Munsell I p �, Cora C,,� I Texture I Gr. Sz. Sh. (�' I�� I Roots Bed fTmncn A 0 -29 10YR 3 2 i mfr 1 Cw 3vf 10.5 10.6 b 42 BI 1 29-43 10YR 4/6 - -_ sit _ - 2msbk I mf, w lvf 1 0.5 1 0.6 Gmund B2 43 -49 10YR 4/6 - -- sl 2msbk mfr Cw v elev. 90(�ft. CI 49 -53 10YR 5/8 + - -- s Osg ml Cw lvf 0.7 :0.8 Deptttto CZ 53 -72 10YR 5/8 flf 10YR 3/4 s OSR ml - -- of - -- - -- Gnalin9 tacsa 5 "t" Remarks: Nam Pml JAMES b. FILKINS Ph0fv (715) 425 -7831 it= Of: DEN IEI.IGINEERING CO., 113 WEST WALNUT ST., RIVER FALLS, WI 54022 Sh Dar. ¢ �o �7 CST Nm tmr PAOPEA':"YOWNER SOIL OESCRIPTION REPORT Page m ot 3 PARCEL I.O. y Oeptn IOominant Color I Mottles (Texture I Structure I C Issismncej&U aY (Roots GPO/ftfer Horizon in Munsell Qu. Sz Cant. Color Gr. Sz. Sh. Bad Tenm Boring Al -24 I OYR 4/2 - -- Isil I2msbk Imfr I gw 2vf —fI 0.5 .0.6 564Y A2 4 -41 OYR 3/2 - -- sil 2mabk mfr cw lvf .5 0.6 B1 1 -50 OYR 4/4 - -- sil 2mabk mfr Igw of 6 .5 0.6 Ground elev. B2 0 -74 10YR 4/6 I - -- sil 2mabk mfr l aw lvf 6.5 0.6 90 it C 4 -84 kYR 5/8 ( - -- I - -- Depth to I Gmmng Remarks: Boring # I I I I 11 ; I I Ground elev. ft. I Oepttt to limiting ta= Remarks: Boring x I Ground elev. tt. I I Depth to limiting I factor I I Remarks: Boring # I I Ground elev. ft Depth to listing fac>Ar I Remarks: Sao- a=F1.Q&= l PAGE 3OF3 I► SITE PLAN NOTES: PROVIDE MINIMUM OF V SAND BETWEEN BOTTOM OF BED AND EXISTING GROUND. MOUND TO BE A MINIMUM OF: 25' FROM DWELLING; 50' FROM WELL; 5' FROM LOT LINE. DoT 37 G oT ZS ©T z7 ��v = 9/G ❑ / B,�c',r�i1o� "Z�t/ox To I G � x ❑ pj — Z�fZ � n0 �I � / SCALE: 1 " = 40' ' OGDEN ENGINEERING CO. JAME D. FILKINS, CSTM03988 Civil Engineers & Land Surveyors ¢ / � Q /�� . 113 W. Walnut (� 5� 425- 76315 Wl 54022 DATE: Wi9constn0*varMwntofIndust SOIL AND SITE EVALUATION REPORT Page _L_ofI Labor and Human Rolatwns Oivtswn of Satety S Btridtngs in accord with ILHR 83.05, WIS. Adm. Code COUN iY ' Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but ST. CROIX PARCEL I.D. r< not limited to vertical and horizontal reference point (BM), direction and % of slope, scale or dimensioned. north arrow, and location and distance to nearest road. APPLICANT INFORMATION- PLEASE PRINT AL �Alrlp REVIEWED BY GATE PROPERTY OWNER: LOCATION E 1/2S 24T 28 NR 20 W TOM RUEMMELE & JOHN AND BARB R E G • OT 114W 1 /2S 19T 29 NR 19 40"W PROPERTY OWNER':S MAILING ADDRESS LO weft - 0 SUM NAME OR CSM x 260 COUNTY ROAD F 0 ADD A 0 TROY VILLAGE CATygTE ZJP CODE E N UMBER " r (:jClTFT7VILLAGE MrOWN NEAREST ROAD HUDSON W 54016 _ OIX Ti 6_0 F LltaZsn 126 AU New Construction Use Ix J Residential l N s ( I Addition to existing building L I Replacement ( I Public or cc Code derived daily flow 600 gpd Red ed design loading rate ed. gpd/tt — trench. gpolft Absorption area required DD bed, ft Soo trench, ft Ma�omum design loading rate D• S bed. gpolft 15�• G trench, gpdM Recommended infiltration surface elevations) BY DESIGNER ft (as referred to site plan benchmark) Additional design / site considerations SSE NO TES �/ Pi¢dS>E 3 Parent material oEt o l - '144 /o vT Rood plain elevation, if applicable N/A ft S - Suitable for system CONVeMONAL 0 IN-GROUNO PRESSURE AT -GRADE SYSTBA IN FILL HOLDING Tic U- Unsuitable for system ( Q S ZU I I 5❑ U ❑ S ICU I ❑ S Rru I ❑ S (211 I C3 e' S SOIL DESCRIPTION REPORT nB230 Dominant Color Mottles Structure Roots GPO /ft M n ll . S Cont Co Texture Gr. Sz. Sh. Mxrmh Boring # 4 10YR 4/2 - -- sil 2msbk mfr cw 2vf- 0.5 0.6 ?241` 30 10YR 5/3 - -- 2msbk mfr ci lvf 0.5 0.6 48 lOYR 3/2 ___ sil 2msbk mfr cw lvf 0.5 0.6 Ground elev. B3 48 -72 10YR 5/6 - -- sil 2msbk mfi cs lvf 0.5 0 90 9.4 It Depth to C 72 -80 7.5YR 5/6 - -- s 10SIZ ml - -- Ivf 0.7 0.8 limiting tactot I Remarks: Depth Dominant Color Mottles Structure GPD /ft� Boring # Horizon in I Munsell I Ou. Sz. Corn, Color I Texture ( Gr. Sz. Sh. I C.or>s�tenoe I I Roots Bed iTrwxn A 0 -29 10YR 3/2 - -_ sil 2f-msbk- � mfr (cw 3vf 10.5 10.6 421 B1 29 -43 lOYR 4/6 - -- sil 2msbk fr gw lvf 0.5 10.6 - - -- 4 6 Ground B2 43 49 10YR / s1 2 mfr v cw slay. � 9 e l ev- 1 cl 49 -53 10YR 5/8 I - -- s Osg ml cw lvf 0.7 0.8 Depth to C2 53 -72 lOYR 5/8 � flf 10YR 3/4 s OSjZ 1M1 lvf - -- - -- 9 fa= sill Remarks: E P" DAMES D FlLKWS Phone (715) 425 -7631 OGDE 1 ENGINEERING CO., 113 WEST WALNUT ST., RIVER FALLL/S, W 54022 . Dam T/ l /1 Q7 CSTM03988 PROPER" OWNER SOIL OESCRIPTION REPORT Page 2 at PARCEL 1.0. Oeptn I Cominant Color Moores Texture I structure IC=nenca I8our�caryIRoots GPOittz Hannon in cont unsell Qu. Sz Ct Color Gr. Sz. Sh. 8e Tier»t Boring # Al —24 (OYR 4/2 - -- Isil I2msbk lmfr gw 2vf —fl 0.5 :0.6 564N A2 4 -41 �OYR 312 - -- sil 2mabk mfr cw lvf .5 0.6 immmi B1 1 -50 OYR 4/4 - -- sil 2mabk mfr gw of 6.5 0.6 Graved elev. B2 0 -74 �OYR 4/6 l - -- sil 2mabk mfr aw of 6.5 0.6 902.Lft• C 4 -84 �OYR 5/8 l - -- I- -- Oeptltto timr dn r g 7 84" I l Remarks: Bonng # l I l l l l l .:t l I l I Ground elev. ft. Depot to ` limrong factor I I l Remarks: Boring # l I I l I I l 1 I I l Ground l I l l I l elev. Deotn to limiting factor l Remarks: Boring # l l Ground elev. tt Depllt to factor linpling Remarks: S80.a�OrR.OSIOZf PAGE 3OF3 SITE PLAN NOTES: PROVIDE MINIMUM OF 1' SAND BETWEEN BOTTOM OF BED AND EXISTING GROUND. MOUND TO BE A MINIMUM OF: 25' FROM DWELLING; 50' FROM WELL; 5' FROM LOT LINE. LET 37 G oT z8 LoT z7 g—,z ,eelweve z X � ��� /sTl2v�T /.vc�j SYSTEy� � � x I � x 1" U� SCALE: 1 " = 40' OGDEN ENGINEERING CO. JAMS D. FILKINS, CSTM03988 Civil Engineers & Land Surveyors 113 W. Walnut St. River Falls, WI 54022 DATE: 7 (715) 425 -7631 06/27/03 FRI 09:35 FAX 715 386 4687 REGISTER OF DEEDS _ 0 002 1 ' J 2207P 160 - 7.4 KATHLEEN H. YALSA RESISTER nF DUDS STATE BAR OF WISCONSIN FORM 2 - 1998 ST. CRO18 CEI., WI WARRANTY DEED RECEIVED F01? RECORD Der.Iannnl N�xclber 04/16/2003 08:36AN I This Deed, made Da(ween WARRANTY DEED i EKEPPT / TrO Development Corporation, a Mi nnesota Ccrporation REC SEE: 11.00 Grantor, TRANS FEE: 224.70 and R. Fric Stranii x yernr COPY FEE: CC FE$: PAGES: 1 Grantee, r, far a valuable cans {dar21,01, conveys and Warrants to Grantee the following des ed real to In St. Croix Count% Stan at Wisconsin: Z dd 2 7 of the Plat of Troy Village it�i�on 1, the Town of Troy, St. Croix C_ otrity N°'"ean°`a j� s` o _7 . Eric Strand Ca R. O'Keefe subject to Declarations of Covenanta, Conditions and 80 a Valley ve :! Restrictions for Troy village, recorded in Vol. 1241, Woo 55129 Page 256, as Doc. No. 559964, and the Declaration of Golf CoU7Ctre, Covenants, Conditions and Easements, _`- :.:•.:: ..,. _ recorded in Vol. 1241, Page 301, as Doc. No. 554959, n all as appearing in the office of the Register of Deeds 040 - 1246 -70 -000 ; I ;i for 3t. Croix County, Wisconsin, and such other varaat Ieraxkattm M~ F" } easements, restriction and rel:ervations of record, Thi 1s not homasmad property. or in use, and the "Buyer' ObUgations Contained in psi (is not) I' " the Purchase Agreement for this lot. i c II EI(ceptlons to wircandes: t 10th r Dated this da or April 2003 ' (SEAL) I f • Charles S. Cook, president 'I Troy Development Corporation 1 (SEAL) (UAW I I 'i AUTHENTICATION ACKNOWLEDGMENT �J slgnarYre(4 MinneaoEa II Srate of W}*c*n,;rr, ! Anoka Cau t, authendritpd this day of Personally came before me this Mt day of A r i l OOeabove named Charles S. Cook Pr6s d � Tr OV Development Corporation li TIT).$: MEMBER STATE BAR OF WISCON5IN Qr ndt' me known to be the person who exoculed the foregoing authorized by 570646. Wla, State.) Ins(runis(n and acknowledge dIe same, TM INSTRUMENT WAS DRAFTED BY II l� 1 TROY DEVgI,OPMQ]Yf CDRPORATiON t ' Ri k A. Johnson ' Notary Public S►ais -Ot- .e, w*AnaTca COUnty, Minn. II Cb-106 9. Ce01c. President M ;i Y commlolon is permanent. (It roc, alale explletlon date: g may be aYtnenticated or acknowledged. Both are not January 31 20 � �I i. ' N.•w N pw,n• Np,1„ a In -y GPKa7 n,uu b ryyd a 111-N ONer d Ie iwwwt, :l STATE AAk OF WISCONSIN ■ WARRANTY DBLD i0ky Nn 2 - IYJa 6p BO A vn .01�01Y M � : wr Noot1Y fUgtJC- ta+rE90A M1'OpAUtBSS10l4EI FO ' Z W J � � - � � �° s;, o � 3► 15 �' 2 4 41 42 ' 48 ►'i $ o �o v Z N ,0 51 52 �r e 3 33 32 C1 / i 9 , 600' ar / 21 a 39 I 7 i 00 cz0 �► 19 Z • ! 34 31 do 20 Q I - 122 S 60 1 E 35 30 0 o I 17 cn O / �O 23 38 �� - 16 29 p E 1/4 CORNER SECTION 24 3 S O S ' 37 ./ 24 T28N, R20W I o f �i 1o° '/ / 8 0 00' 00" E 14 � 28 15 / ° / 66.00 25 ti `�' 89.65' 52° E 9°00' 4 E s 211.15' x �j < S 57 °24' 17" E Wool 00" W �°o. ` / �p OUTLOT 2 S 169.49' • 90°00' 00" E gyp,, 26 3184738 S.F. 159.65' I 20 73.112 ACRES I N 41 E ' e n S 49 E •? S 3 20 j 1 W 66.00' N 41 °00' 00" E EASE 4, ' UTLOT 9 w 36.65' TEMPORARY COUL -DE -SAC, ci 096409 SF R 17.000 ACRES % •�, A ` /� c i ^� W N S 33 00" W/ x ti 100.06' S 57 600' - �� ��'' 3 ° G pp pp O C.S.M. - - - o� N 57`00' 00" W N 3 100 E .06' E` S A AL. - 561 � - g 3 3.00' RADIUS T PONT � - - ` ., ?34T000 y � , I T ;4 1 o���',�.'7� 2 I I ek lj► I 74 I I 4- k� 17. Af II 1 R 24.03' I � A- 30 25" E L- 225.28' - - T- 115.37 L N 89°28 14 W 1 Ch-222.64' r 4�� .1