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040-1000-70-050
03/30/05 VIED 15:11 FAX 715 386 4686 ST CRX CO ZONING la 001 c6unly Vanilla In acm d um 15.04 St CMM Cwj* SWAwy otdlnmoa YONNNO OFFM ti Pectoral Mfarntadon You prude may be uaed for semwwy purposes ST. CRIM COMM GOVERNLUW CENTER (Privacy (.wv. S. 15.04(1 xm)) 1101 CAMOCfad PAW Hudson. Wl SMO-7710 15j366~680 Raft 1 tame" ° (sane forfhe an Pqw not loss Von 8-1x1 x 11 krcffes in stte. P 0 O ChL4* if revMw lo previous applipdtlon M rP Pdat al Mfgleaooa tlon: owner, --~Cl Trej e r rn 9~G le 114 tie, see ownara MaPirtg Address ~ T N. R E ST lot Number Mak Number v ' 8WA ZIP Code lPhiwWNURW Subd Msian Name M r f If- o 7tUz > x 5Z3 , ~ P, 75I or ding.- (check one) Y valley 1or2F army owoarg - Wo. Of eodroortfs: G~ r2G ~ ~TO d Cl qtr (descraw uso$ LZ. Yt `f S~j l / l4 G ShIleoarted 1 t- RaK T ypo of Pem k: (Chedc ordy one boot i IN A. Cho* box on Mne Bit apptk:able) a Ae Parcel Tax Nu N .O Repair PA rnaleCgM .C7Non•pkxnbtrfg . [3Rejtrvena&m seuon c ° - 76 - OSZ 8) Pemtit Number Dale obese 3wftY PwwA was pn ly bond `a % a d Z Z Z d/ d . Typo Of POW syslsar: (beck all that apply) O' Nwrpeeeurt and wtgmuF d Mound p Sand Falter Q con3tmoted Wetland a PM=U tW M.ground O MWft Tank ❑ shwe Pass © Drip lino Akgraft O Aeroble TMatmart Unit D R Wtg ❑ Olher Area bOdnnadon: Dwayn Flow (ice 2. Mpma Mss 3. Dispersal Mee . Woe o lion Bate 5. Percolation Rate 6. System Elevation 7. Fast Qm4o Rewjkw (Qsadaylkq.ft.) (Mnrufch) ElevNion V 4- / v c • q 1 3 A-21 R ank WaR t:esraky ow 0 of PreM Carr Steel nbar- New Caatlorta Tarrla Concrete auveled Tanks Tanks off D O Cl 76~ o ❑ a Responmu ty S the mdersaprted, assume responsibility wr utraaporvirrstaltataon of nor>-pWmbing for the POWS shown on the attodted plans. A b not FSMAred for k"atift ' or ale WWAUM of rfort plumbs sanfta* n system. Name ( ) (no st&Ws$ MP/MM No. Business MIN AC ddddress (Street, CNr, S Zip ) 7' J I .cote i Disapproved SanAary Pemdt Fee to issued I ng Ag~ Sig/n?ature slanfps) oet~ na c'n k" ndver /C~a/ndlUOns of ApprovavRaasont: tw olaappM*4: "Ui,'..:Zt1jJ L. z. y~-GC~+'►r. `LiL~vh -~,.f ~r ~f,,L'" L/ ~sj L~T-l'~"1 (f~' n 7`I~ ✓ -r> ~ ~Gl'l:iL/ G~ 1 G G=v CIL o Lo~ E~5 D ::E c z m o O mm < m r moftw 0 x Cl) (Alp D C) o U) C m z n 17~ o 0 m -I m O C Z ° D r Cf) 2 c _ n m~-N O> C C z O o m ~ ~7 V . lS' n o u' c < C) 5--1 z o o Q Z Z m z ~p m m O'= m m n m aw v m c = o _ m p ~r?CD3 C<D ~ o o ° ~ CD o m o cu ° o ~ _ o co 2. =M, CD Wei O =r~ o ~ _ ~ a~ CD 0~ T° Cn CD y N O y O CD Q m 0 ~v o X33 CD N O A D C = y N = 7• S. = = 0 -6 g m N N Q n_ o~ n~ E - o m m a m m 3 a' ~Tw D A F ~ cc d D N c° t*'F' 0 y N 0- CD fD y O m rri ~N v 3 a bCD ~v _CD z CD m ~fDO L O C7. y m o° y m C D Z z D T v w= C m Z C o a = o ° Z =i m CD o m `D O D D C7 m m _i _I O7 -_I N m = m CD. CD o a m y 3 fl T O O Z O D Z Z ,n z CD CD . m o v d r_ ° o 3 cl) 0 • C? 0 CD j- CD CD m ~ = N CD O ❑ ❑ ❑ m a Reconnect PLOT PLAN PROJECT Dan Freirermuth ADDRESS 1267 142nd St. New hmond Wi 54017 SE 1/4 NE 1/4S 1 /T 28 N/R 19 W TOWN Troy COUNTY ST. CROIX SYSTEM ELEVATION 99.3' 1.5' sand Shaun Bird #226900 / BEDROOM 4 CONVENTIONAL AT-GRADE CONVENTIO VLLIFT HOLDING TANK MOUND XXX SEPTIC TANK SIZE 1255 gallons LIFT TANK SIZE DOSE TANK SIZE 765 HOLDING TANK SIZE LOAD RATE 1.0 ABSORPTION AREA 600 # of chambers none BENCHMARK V.R.P. Top of Steel Fence ASSUME ELEVATION 100' Filter BEST GF10-8 ❑BOREHOLE O WELL *H.R.P. Same as Benchmark B.M.* 353' Property Line 97'97 8' 98 Scale = 1/4" = 10' Boundary Road B-2 Grading is to be done to divert run-off 5% Slope away from system Tank is to be properly bedded and provided with lockdown covers with approved warning labels B-1 Area 15' below system is to remain Pole undisturbed Shed/Accessory Building -3 0 GPd Cleanout Pole shed already installed, new 4 bedroom house is to be built. 308'.<a Property Line ` 80' of new building sewer Huffcutt Combo Tank Pro 4 Bedroom House tc, E z z rrly o O~firFBg 3 G n ui i~,~r h 8 Za~ .N W b acc ~o I CCCCCC a ~ III ~ E I~~~ N Q i III I t CI LLT~ a al III! ~ ma o F L 1 I ,I 1 i i j _ t Q 8t r ~ llUlilll611i ~ a> Z d rya cz, Al G3~cS E 12, y" N d k@p9~.~C ggppw > O y 4<m 49 dad o ° dig 1 W w gill. ' 3i~9 ~ ma ___-______________~W1r II gg I 1 II ~p R: t i h I. 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RE: Parcel # 040-1000-70-050 - Computer #01.28.19.48 572 Boundary Rd., Lot 2, CSM 18/4747, Town of Troy Code Aabninistracion 715-386-4680 Dear Mr. & Mrs. Freiermuth: Land Information.& The above parcel currently has a mound Private On-site Wastewater Treatment System Planning (POWTS) that was installed on May 6, 2010 in preparation for servicing your new house and a 715-386-4674 _ pole building using a private interceptor main. I was on an adjacent lot conducting an inspection and had hoped to leave the enclosed permit paperwork somewhere on-site. While Real Property 715-39G407 there I noticed the close proximity of the pole building to the mound and inspected the ' mound's current condition. Recjr,: ng 715-386-4675 Although the pole building foundation meets the required minimum 10-ft. setback from the mound's rock dispersal cell, the upper slope of the mound has been compacted by ti construction traffic and/or equipment. Runoff from recent rainstorms has eroded soil from areas on both ends of the mound; the north end of the dispersal cell and the side slope appeared to have lost rock and sand that is necessary to support the distribution pipes. Grassy vegetation has been established over the top of the cell and the downslope toe of the mound, but not between the mound and pole building. You may want to contact Shaun Bird to evaluate the extent of any damage to the sand fill on the upper portion of the mound and what repairs may be needed for the mound to function as designed. A reconnection permit must be obtained prior to connecting the house and pole building to the POWTS and any damage or deficiencies associated with the mound will have to be repaired before putting the system into service. You will be required to have a pressure test completed to verify that the wastewater will be properly treated as per the approved design and county staff will need to inspect for compliance before we issue the reconnection permit. If you have any questions regarding my inspection findings, I can be reached at (715) 386-4680 (8:00 A.M. to 5:00 P.M. weekdays). ;Since:r5 c Jr}• Pamela Quinn Zoning Specialist Enc. Property owner's permit copies CC: Brian Wert, Troy Building Inspector Shaun Bird, POWTS Installer ST. CROIX COUNTY GOVERNMENT CENTER 1 101 CARMICHAEL ROAD, HUDSON, W/ 54016 7153864686 FAX PZ@CO. SA/NT-CROIX. W1. US W W W.CO,SAINT-CROIX. W LUS r Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 515240 0 GW4E*AL 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: Preiermuth, Daniel & Sara Troy, Town of 040-1000-70-050 CST BM Elev: Insp. BM Elev: BM Description: Section/Town/Range/Map No: C ~j 01.28.19.48 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER . 'A J CAPACITY STATION /BS HI FS ELEV. 1 / ' )61. ~b Septic j 3 Benchmark 1Z5a 10/ /66 Dosing Gv ~ 756 AItBM J / 6 Aem*arr Bldg. Sewer ll;::~l 't Holding St/Ht Inlet 76 St/Ht Outlet T TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic 2 Ak NA- Dt Bottom 7 C1.6 Dosing 2, iiil)k- A)A- AA_ Header/Man. 5 z Aeration Dist. Pipe C Holding Bot. System , $fj 9 Final Grade 7 PUMP/SIPHON INFORMATION nk~ o,1'5 At . 25- P5 Manufacturer 1- . GPM Demand St Cover, Model Number C-7 14- or.,Vov TDH Lift Friction Loss System Head TDH ~e,o5 /,aZ Forcemain Len th Dia.z Dist. to Well /A(~^ SOIL ABSORPTION SYSTEM BED/TRENCH Width / Length / No. Of Trench PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS Q - SETBACK SYSTEM TO P/L B DG WELL LAKE/STREAM LEACHING Manufacturer: INFORMATION CHAMBER OR Type Of System: 5 1 / /t UNIT Model Number: DISTRIBUTION SYSTEM 64- Z VA(- C S& - Z' , tt 6 ~ Header/Manifold Distribution x Hole Siz`e_ x Hole Spacing IVent to /Airrll~nta_ke / Pipe(s) J .31i 2- ' Length__ Dia Z Length - Dia Z Spacing r SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only Depth Over Depth Over xx Depth of xx Seeded/Sodded r Mulched Bedrrrench Center /-7 Bedrrrench Edges Topsoil Yes Z ` r Y No \"=es No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: Inspection #2: / / Location: 572 Boundary RHudson, WI 54016 (SE 114 NE 1/4 1 T28N R19W) NA Lot 2 4-OOk r% Parcel No: 01.28.19.4B 1.) Alt BM Description= ` , t Gaye... w~ "5 0 Ji~j pl ovJ 2.) Bldg sewer length It-- J C. 6~ - amount of cover 6 `w `-o L 6L- A a-,_ Plan revision Required? Fal Yes %lj~`No G ' b IO / f Use other side for d ' ditionall ilnformatio 7~fla le SBD-8710 (R.3/97 / / l J (k C2 ~j~« Insepctor's Si nature Cert. No. f L c 1 l22~~ C CJ?SfIIGCa`"G J/~~~~ /c>! lZl/l ( d z4V ) L conwrom"A Safety and Buildings Division Courity 201 W. Washington Ave., P.O. Box 7162 i !~f ► Sco n S' n Madison, WI 53707-7162 Sanitary Permit Number (to be filled in by Co.) tnepwbnent of Commeroe 165 Zyd State Transaction Number Sanitary Permit Application in accordance with s. Comm. 83.21(2), Wis. Adm. Code, submission of this form to the appropriate govemtnental unit is required prior to obtaining a sanitary permit. Note: Application forms for state-owned POWTS are Project Address (if differm ""'s" ma"ung submitted in to the Department of Commerce. Personal information you provide may be used for seoon rd~~ accordance with the Privacy Law, s. 15-040)(M). Stars. L d J 1. A lication Information - Please Print All Inforroation 7~ - ' Parcel # Property OwneesNariie 4- tw, tat. 70- r r, Owner's Mailing Address Property horx N yt aCy "&&!L Vr Section City, 6 Zip Code Q State f ~ Np1tN~ ~ cirgleo ~ 7 E W R au that its t H. Of Building (check PP y) Ok c..h Subdivision Name 1 or 2 Family Dwelling-Number of. ed1rooms Block# ❑ Public/Commercial - Describe use 1 ❑ city of CSM Number 7" !x 3 ❑ Village of - ❑State Owned -Describe Use Town of 7,1- '3 0 6 1- L 1451 /g '17 { 7 "X 75 /~e,,,, t bi III . Type f Permit: (Check only one box on sine A. Complete line B ff app ice A. ew System ❑ Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System (explain) i List Previous Permit Number and Date Issued B. ❑ Permit Renewal ❑ Permit Revision ❑ Change of Plumber ❑ Permit Transfer to New Before Expiration Owner IV. Type of POWTS S stem/Com onent/Device: Check all that apply) surized In-Ground ❑ Pressurized In-Ground ❑ At-Grade 11 Mound > 24 in. of suitable soil Mound < 24 in. of suitable soil ❑ Non-Pres ❑ Holding Tank ❑ Other Dispersal Component (explain) ❑ Pretreatment Device (explain) $V. is rsallTreatment Area information: t Area Pro (sf) system Elevation r8n Soil A icati ~ /o Dispersal Area P-qui (si) Disperse Po r Flow (gpd) Tamil Info capacity in Total # of Manufacturer Gallons Gallons Units is m New Tanks Existing Tanks y fL r Septic or Bolding Tank Dosing Chamber 1_5 VII. Res nsibili Statement- I, the undersigned, assume ibiHty for installation of the POWTS~shown on the ~RS umber attached Bplan& usiness Phone Number Plumber' N (Print) Plumber' j i Plumber's Address (Street, city, State, zip ) , ! ~1 VIII. Conn JDe artment Use Onl Permit Fee Date I d Issuing eat Signature Approved ❑ Disa vad ❑ ven Rewo r Denial $ l02 7 2. -27 DL Con0ii a yg0jagW for Disapproval 1 . t w Bari- t.~~ ~iu5 1 1. Septic tank, effluent filter and dispersal cell must all be services / maintained as per management plan provided by plumber. 2. AN sellmk requirements must be maintained not law titan a to x Il mclses m ties as system and submit to the Coaaty only on Paper SBD-6398 (R. 01/07) Valid thm 01/09 i PLOT PLAN PROJECT Dan Freirermuth ADDRESS 1267 142nd St. New Richmond Wi 54017 SE -1/4 NE 1/4S 1 /T 28 N/R 19 W TOWN Troy COUNTY ST. CROIX SYSTEM ELEVATION 99.3' 1.5' sand lift 4 BEDROOM CONVENTIONAL AT-GRADE CONVENTIONAL LIFT HOLDING TANK MOUND XXX SEPTIC TANK SIZE 1255 gallons LIFT TANK SIZE DOSE TANK SIZE 765 HOLDING TANK SIZE LOAD RATE 1 .0 ABSORPTION AREA 600 # of chambers none BENCHMARK V.R.P. Top of Steel Fence ASSUME ELEVATION 100, Filter BEST GF10-8 ❑ BOREHOLE WELL *H.R.P. Same as Benchmark 0 B.M.* 1~ d s 353' Property Line 97' 97.8' ~;ryi n=om /S~ S C le 1/4" = 10 Boundary Road ( /2c. 98' B-2 0 Grading is to be done to divert run-off 5% Slope G~lk'/f away from system l- " Tank is to erly bedded and provided with lockdown covers with approved warning labels -1 Area 15' below system is to remain Pole undisturbed Shed/Accessory Building -3 ; 0 GPd Cleanout 308' Property Line Huffcutt Combo Tank Pro 4 Bedroom House PLOT PLAN PROJECT Dan Freirermuth ADDRESS 1267 142nd St. New Richmond Wi 54017 'SE 1/4 NE 1/4S 1 /T 28 N/R 19 W TOWN Troy COUNTY ST. CROIX SYSTEM ELEVATION 99.3' 1.5' sand lift 4 BEDROOM CONVENTIONAL AT-GRADE CONVENTIONAL LIFT HOLDING TANK MOUND XXX SEPTIC TANK SIZE 1255 gallons LIFT TANK SIZE DOSE TANK SIZE 765 HOLDING TANK SIZE LOAD RATE 1.0 ABSORPTION AREA 600 # of chambers none BENCHMARK V.R.P. Top of Steel Fence ASSUME ELEVATION 100' Filter BEST GF10-8 ❑ BOREHOLE 0 WELL *H.R.P. Same as Benchmark B.M.* 353' Property Line Id 0. V 97'97 8, , Scale = 1/4" = 10' Boundary Road 98 B- Grading is to be done to divert run-off 5% Slop away from system Tank is to be properly bedded and provided with lockdown covers with approved warning labels -1 Area 15' below system is to remain Pole undisturbed Shed/Accessory Building -3 0 GPd Cleanout 308' Property Line Huffcutt Combo Tank Pro 4 Bedroom House Safety and Buildings 141 NW BARSTOW ST FL 4TH commerceml.gov WAUKESHA WI 53188-3789 R Contact Through Relay i sco n s i n ~.commerce.wi.gov/sb/ Department of Commerce www.wisconsin.gov Jim Doyle, Governor Richard J. Leinenkugel, Secretary April 16, 2010 CUST ID No. 226900 ATTN. PO WTS Inspector SHAUN R BIRD ZONING OFFICE BIRD PLUMBING INC ST CROIX COUNTY SPIA 1008 192ND AVE 1101 CARMICHAEL RD NEW RICHMOND WI 54017 HUDSON WI 54016 CONDITIONAL APPROVAL Identification Numbers' PLAN APPROVAL EXPIRES: 04/16/2012 Transaction ID No. 1783378 SITE' Site ID No. 755721 Don Friermuth Please refer to both identification numbers, Boundary Rd above, in all correspondence with the Town of Troy agency. St Croix County SE1/4, NE1/4, Sl, T28N, R19W Lot: 2, FOR: Description: Mound, 4 bedroom Object Type: POWTS Component Manual Regulated Object ID No.: 1262172 Maintenance required; 600 GPD Flow rate; 18 in Soil minimum depth to limiting factor from original grade; System(s): Mound Component Manual - Version 2.0, SBD-10691-P (N.01/01), Pressure Distribution Component Manual - Version 2.0, SBD-10706-P (N.01/01); Effluent Filter The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. This system is to be constructed and located in accordance with the enclosed approved plans and with any component manual(s) referenced above. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s. 145.06, scats. The following conditions shall be met during construction or installation and prior to occupancy or use: This system is to be constructed and located in accordance with the enclosed approved plans and with the "Mound Component Manual for Private Onsite Wastewater Systems VERSION 2.0" SBD-10691-P (N.01/01) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems VERSION 2.0" SBD-10706-P (N.01/01). ~ A In the event this soil absorption system or any of its component parts malfunctions so asdo chazard, the property owner must follow the contingency plan as described in the approve Tans. I owner must comply with the operation, maintenance and monitoring duties as described in ctio1 a mound component manual. A copy of this information must be given to the owner upon co e . n of tl~jrproject. C All holding/treatment tanks are to comply with Comm. 84.25(7)(a). Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the filter is required. Access to the filter for cleaning must be provided per Comm 84 product approval conditions. 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. ' Itispection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats. Owner Responsibilities: • Comm 83.52 Responsibilities. The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. Comm 83.54(1). • Comm 83.52(2) A POWTS that is not maintained in accordance with the approved management plan or as required under s. Comm 83.54(4) shall be considered a human health hazard. • Comm 83.55 The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. A copy of the approved plans, specifications and this letter shall be on-site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/installation/operation. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence 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 and the POWTS management plan to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. S* ely, Fee Required $ 250.00 Fee Received $ 250.00 Balance Due $ 0.00 Julia Lewis-Osborne POWTS Reviewer 2, Integrated Services WiSMART code: 76,3 (262) 397-6005, Fax: (608) 283-7481 julia.lewis@wisconsin. gov Notice: Starting July 1, 2009, no person or entity may engage or offer to engage in construction business in Wisconsin unless they hold a Building Contractor Registration, or equivalent, issued by the Safety and Buildings Division of the Wisconsin Department of Commerce. "Construction business" means a trade that installs, alters or repairs any building element, component, material or device that is regulated under the commercial building code, chs. Comm 60 to 66, the uniform dwelling code, chs. Comm 20 to 25, the electrical code, ch. Comm 16, the plumbing code, chs. Comm 81 to 87, or the public swimming pools and water attractions code, ch. Comm 90. The term does not include the delivery of building supplies or materials, or the manufacture of a building product not on the building site. For further information, go to our website: www.commerce.wi.gov/SB/SB-BuildingContractorProgram.html Note: Effective March 29, 2010, we are consolidating our Shawano full-service office with our Green Bay office. Please address all plans, correspondence, mail, etc. related to previous Shawano services, for delivery after that date, to: Division of Safety & Buildings, 2331 San Luis Place, Green Bay, WI 54304. If calling moved Shawano staff after that date, call (920)492-5601. Cover Page Shaun Bird Bird Plumbing Inc. 1008 192nd Ave New Richmond Wi 54017 715-246-4516 Date: 03/ 31 A 0 Owner: Dan Freirermuth Location:SE1/4 NE1/4 S 1 T28 N,R19W Lot 2 Boundary Road Troy System type: Mound System Manuals Used: Mound Component Manual Version 2.0 (01/31) Pressure Distribution Manual Version 2.0 (01/31) Page# 1. Cover Page 2. Mound Plot Plan 3. Mound Cross Section 4. Pipe Cross Section/Pipe Layout 5. Pump Chamber Cross Section 6. Pump Curve 7-8. Maintance and Contigency plan 9-12. Soil test Shaun Bird Signature ; Gy License numb 226900'S SA G~~ CF,~ O`j`0~~ cs cF I Mound System :Cross Section and Plan View Dimension Feet A f, 'I B S D S t E A i F' , W G S F Ii. ii D I t I .S _L ri K L K B Z 0 _ Slo S` L i - = Topsoil = ASTM C-33 = Clean aggregate. O = 4 in. sch. 40 pvc RON Cap Mate rial sand fill %z to 2 V2 in. dia. observation pipe, Geotextile Fabric Fti f Ft Plowed Surface Z 9 Ft Contour, Slope Direction ..,_.r.~ GENERAL iNsTALLATiom The mound area is staked out along the design: contour. Existing , vegetation is mowed and raked off the site. The mound basal area (L x W) is plowed with a moldboard or chisel plow. Plowing may not proceed if the soil is wet enough at the plow depth to foam a i/4 inch soil wire when a sample is rolled between the palms of the hands. ASTM C-33 quality sand is placed immediately after plowing. Sand is placed with a tracked machine keeping 12 or more inches of sand under the tracks or is placed overhead by a backhoe. Special care must be used when placing sand of less. than one foot thickness to Ininmi compaction of the. plowed surface. After the topsoil cap is placed, the entire mound is ceded and mulched to promote `vegetative growth, limit erosion and protect from freezing. observati on pipes areslotted in the lower b inches and secured in place with rebar or a closet flange: 10/071] Page of { "Pressure Lateral Layout Two Laterals -End Manifold Threaded j Cleanout { Lateral Turn up ----fir Plug Manifold I M 1 L Long FocMate Sweep 90 Bend Distribution Network 5 ecificatioas Pressure System Construction ' Lateral' Diarnqti~r a in. Manifold Diameter aL In. Laterals are constructed of Schedule 40 PVC 5 In. pipe. Orifices ` are drilled; perpendicular to. Orifice Diamet* X Orifice Spae' a In. the pipe with a sharp drill bit and face down. L (Lateral Le 7 aL Ft. Lateral turn ups terminate with.... threaded M ' old LoRgt) Ft. cleanout plug and are enclosed in a 6-8 inch Force Main Di eter 2 In. diameter lawn sprinkler valve box accessible Force Main Le S 0 Ft. from fsnished grade. i }®~'•os Grade ew•~®® ;Q • 6-8 Inch Lawn Sprinkler Valve Box i Page of 03/051g} t Se fic-Dose Tank Cross Section And Pump Performance Specifications Tank Manufacturer Pump Manger , Pump Model Number Tank Model Number i s q Total Tank Capacity to s 't- b s' Alarm Manufacturer 1,1 c s Ste. r v Max. Bury Depth Alarm Model Numbe Switch Type S/ A A t' [Fi er Manufacturer s--r Total Dynamic (FDH) -Feet er Mo de Number _ G - Elevation Head Distal Pressure . S Network Loss , Minimum Pump'erformance Required Force Main GPM I Ft'IDH To , Outlet Manhole Min. 4" Above Grade With Manhole Min. 4"' Above Grade Locking Device. inlet Manhole Secure}y Mounted With Locking Device < b" Below Grade Sealed Watertight ~reather~roof 7 Junction Box Fiiished Grade ~ Vent Min. 12" Disconnect Above Grade Means 'With Vent Cap Outlet Filter Wet Bale : Wet A X. K4" Switch S and Reserve Capacity • . Weep GPI Tank Volume = Hole 3©imensioa Inches Volume Gal. ' $ (reserve) A O J S ;t;: off Elevation C B. 2 3 alarm ' Bottom (dose) C (dead) D is 3 Elevation 3 _0 Ft Total Ei ~4LLATION: The _sgdcldose tank is bedded and hack filler in occordance with the GENERAL YNST of bury as specified by the Mmufactwrer may not manufacturer s product approval specifications. Maximum depth have an effective locking device (padlock) be exceeded without prior approval. Manhole covers exposed to grade and installed: Piping at the inlet and outlet is of approved material, cone vmveth 4 gbndgee~tank laid on.sWe soil to prevent settling or The force main s sleet/ excavation and the sleeve is sealed.~vatertight. Electrical sa ice complies witty NEC:300 and tromm 16.2 . Page Of 02/05 L J 4 71b L 2SYiG1 ; wby-o-vc G-c Urfus . ~.y.. Sent BY: HP L9s$r~let 3100; APO Pump- Sump/EFFLUENT o ' , " lrtf ! low 1lMl.@~ #tJ UL i!~!1 ; s ~ ' ets®Irets a ,t' ~ ar 11fc. rR s11 xal.8ex6.94 es. 20 't90D 70 £C gpm nUm' AISO taS ara satr s 0 a aaa MA x17S4xi44 : $3Ft~t SOAS00 .4f'S . ?.39 ~ 5S ' 10m R' Sd 55 ~ ~ 1 y SM M., M 70 Se 53 Aa E9 119 W Wl xtts#gem f18 0 09It 4N8 $tf Ya16tt 39 54 M )a a 55 S{ 39 ~Blo~is9r7~tnr►rAwllMOCbidslmlf0tada~es _ saw CowCrsc Iron r , ~.FSe v LOW eooa soar Motor Ho Msterisl Poly CmbouM V~ t Magid OQ t0 1{$$ _ Rite ~ StT'W A carer Cord P mach ical 3s alt Seel Nitrite wA c~ bm and ~?o ~ ceras:sic fscta 5 - S'taitrlesa Fagtearss _ Sbee1 ;~tsin haft gleeae Old Lower l~ 3easaRgs Ball BG$S7 W r"l 0. 20 BO so F 4ZMSI3+iMR37 PUW L PERFI RMAME CURVE CZUZlt rUMP C`+36 731S! OOC usv s:~ roan easesteidibeegaCAP, pymsc 4ji}3/7.33i2 elxeac R- awk WW+fiWUW Lftmp•C4Wx a Fmn 996W--07103 PLAN MANUAL & .Oss € UPS;qqCA cod T ~ss~ ONA T a a*wi riftcdl*w Jr aura mat Nib CINA bjow of ors O NA MWAOCWW alts . ,''c Pam pin x oo - far pw* v Raw CAME* a~a sawwomVw Few mar id (PMM 13 ~CM&SVO O~ BFOC. saw jI iiSG• - 4 raw II F~ 3 y!-j event Z- MWO 4,~ At#6~ ooc of to2wa) and i=u aqua* Rte onkl4ftimcl Wien S ut memo 3 ' of toaW a AL ie85t arm ; At lsgxt O Q P ~ Ad kwt=G9 emy abmm ~r~t ~ axe a~tA 13 .nt;3 ooh ` a moo ALL'99 a Y or ,eof~~ *wow IAItiC: ° oft shag be 0040 bY 90 sue: Fowm ocbromm l~ ;sc~c 00" staff of'aa ~+tlm~~tos~~ of ofiksard an to grow oea#aaa~7► ~ sYs t~ ~ and 60V womm gg ar~teof.!" ►WLWgm aid OW lfte sS r sort Df m tn' tie by.a OWSOVIM sari# a N. kXW M~ st Y~ f£~ of c s0c ST'AB' UP' 'Im Tom[ 3ck ~ pww- -W awl*. MnoVed VOCOM a e dew t~s+~ ~~heE~ ` SYSIAM Sind up Std not 0=.w fM ~ ~ am frozen at me ih'e 5u _ ' ZFt~awsmai tws) in am iaqge dose, aerbacwB to tw$3 aw aw resin ttte 33~p 7r OCR i~ f7~~ TA avoid ftii + S OCf iYdY~ tti4 Ct~[i tifi5 Gf ~t@. pcs farts bS+g ' O poww to the went pump cr contact a Pf yr POwrs er m e at5~~ ~ ` ~ tD tt'.StmB ttOtTJ7af weLs WNW fize, Pu;aP . . pDt drivearpar~cvast 9tbs. flo nOtdrive Orpsis car or~+ ttb m dom dfSOYR .Cragade 'Od aabwMUW rte. the ate 15 feet ft&YAV tae WaAwater m my k wftmmcq arid P Ina are ofS~e ,f iltePOWM condoms n s d fad . r~ oe P1 'S fagsOris pGrnUU%ww.32icet't out of servioe the fctta VhV stems Shan twtext acs knwv dw o" p~a~rs~r shy ~bt~ in .a~~ wiz er,. ccrrur~ s3.33. ~ . t p tC, tai~ss`ac=d p be a9wr rtect ed and !fie abmw1wed p%pe operArass se e6d . 3z~c a#aff tonics and pits Aftr + 4.tarft bDd pft shag bL gx.;av at -c gM removed or tttwr cove= 4okid the oCM spate i~6ed wF~t sc~. ~'~s~d rn~eziai. . • , Gfli+i'F~+[t~Pt.?43+I ' . . be Apsked the €OSM&*V rnew.gues have beem or.cntot be bd=4 to ptpvi a =C:W Q A sts a rta~rrt':t b begirt Brats anti mW be uSized for the #ocown of a, r soecrtextt sad be from dst x t 2nC0 asd caoatpat*rt and sttags~6 rrrrt tatea st~sf pcaiet~ed "lase ~ ~ and pcoposed s2zucbsr~e~ fai &40 and wear.. FaiEcue: t6 be . wftVe~ et o f jeftocks ~ and ~ in the rased for a now sew and s~e~ra3uatsa a sttit3 SIML M!'ns rMst aasngty Vifth the sines in a c2 at that area- Aep~ SYSI area is nat bte'tfue to setrsacX arls sad Wnftfwm S' ,A II . r , ac tiog st hu;ttged as a test resort w oepeaoe the faBed, POW Thee 9ft h29 nOi'beest +aYaissal~ to ~ a staMbie replacer v nt Brea. Uporr taWM of OW PC31l6tI'S ~.sOt~I.2J{Ci V tf no ame is V V=L-" : Rk re b=mreartt erase site e+ra~da t3~trsi be Oftf=Mbd foss R=aft a• sssltable p m tFta9 tatted tank rrsY be erta~Lal6ed ss 3 last; esurt repress p nmova£ ,ttte beono at, 11~tacrrid atsd at,$tade ~ ~ ~ be t~rtsirstc[ed ~ piece ofsuch S rstws;nVSt P f* vr4tf~ S:e ~s3Fes in el8eci me t U7C1r>LC 5E1F'i : t . t AND AMCM DFATH MAY DQistt?r an-M A Samc„ t?Lfp OR CrrvMt T'REATrAW4rr TANK LiititDcR ANY ~ SC GM E•UF A THE tMZRIOR OF A TANK MAY BE iT~-T OR BOK, 1~ ~ 3 , RE ' ADOrCX)MAL. cold STS I I pOwTS M 7~7 T'Afi+FER 3~owrs S At3.ER i'l83TEeName r~~ g c r., : LocAL 3LATf3IY'/A{F=RrIY SEnAW SEftYMG t?FEMTM , AWcy ~ r r ` B~ . Nam nsaaxmzs;imcaxiwcoea* Zx*.g and . m~ aa:.Ccnuu )ftJCfi ~t?3.i c~?.w,wc r:w coae. uwso ' Wiscoron Depari:TterttofC;omrrtstoe SOIL EVALUATION REPORT Page of Division of safetyand ScrMrQs in accordance with Commas, MS. Atim. Code C«•~+ty Attach complete site plan on paper not less than a 1/2 x 11 inches in size. Plan must I to: vertical and horizontal reference point (SM), direction and Parcel I.D. include, bWt not Grtated percent slope. scale or d m9nsicns, north arrow, and location and distance to nearest road. PI"Se Print sit Infonnatfon. Reviewed by Date Pwac" ko mwiioe you prvvids may taa used br SW4- ary r (P---y Law• s. 15.04 (1) (m)). PtopertyOwn~ Proper4y t.ocation Govt. Lot 114 1/4 S T N R~ E ( W Property owner's Mallit V Address Lot # Block # Sdxi Name or CSMU ~ ttoaa slat. X. Ciry Vigaga 7ouw► New Conlstructim t.lse: 1 Nrber of bedrooms node design tiow rate ° Replacement Public or oommordal - Descr be' 0 Flood Wain elevation if apocable J ~r R Parent matede - - Gerwal comments and recomminxiationS: on c. System Type • J art T System Elevati I .Boring i # Ground surface elev. - ft Depth to igniting hww in. Pit Sol Application Rate , Had= Depth DomirientCollor Description Textexe Stnx Rue consistence 8mwery Roots GPDff in. Lk ruses Qu. Sz. Cont. Color Gr. Sz Sh. ' IMI[ 00102 t) d I r $ t' y I low 7 Z" 3 18-3 7. r / it t4 ~5 m in- ~t . 0 v I # a J Plc Groemd srxface elev. R Depth tb rrmiting factor in. Soti~ Application Rate Harken Depth Dcn*wtt Color Redox Demon Texture Structure consi"ve Bows wy { Roots GPM, in Munseti Qu. Sz. Cont color Gr. Sz Sh. `Eff#1 `0012 T 17 Efflfueltt #1. _ $CO s 30 1220 wq L and TSS >30:S 150 Mot #2 ~ 2S:<_ 30, mg;& #rtd TSS 30'rrglL CST NxYie f 4em Pt l CST Number Bird Plumbin Inc. Shaun Bird 226900 r Address Pate Evaluation conducted Telephone Number 1008 192nd Ave, New Richmond, W! 17 715-245-4516 Parcel 1D # P of PwPqrpY /Z Boring # Boring ~ R. Depth to &MnftbV -f)--¢/--° in ~ AmUcedon -pit Ground su face elev. GPt T6~ChAO .~1lCttllg Rpois W Pew"= Gr. Sz Sh' 'Efr#1 'EW tiodaxt. .Depth Rod= 1n. Mt~1$e$ CKL 5Z. !Capt. C0W ~ r . r G - 9 soft Ov. it Depth roo bm" factor soa 0 pit . GmWsdwrbW- El, # sawmnr G St'u ® C *ew •Eff#2 Fkxiaon Depth D*WT*wt Redo a D~ Texttve in munse9 cu. S7 Cora: Color Gr. SZ Sh. Borg Ground wxface el8v• - f- Depth to limit fagot k' c,,o4 Rate Pit Rooms OMn Stsu Correister►~ Ekyjndefy Rmd= Destr Om. T `E{~1 *EM Hor~or~ lepth in. ou. Sz. Con- Cdor Gr. SL Sh ` < ~=150 milli. ' E1 il2 = ~s i 30 mQLWd TBS 4 30109L Eflkmit#1 BO, s 3Q_320 n- T55 > vtde The Depsr nt s and etnployer• 1f you Heal assistnn. to ace= services or of Commerce `ss an equal opportunity service pro ~ tsctd maternal is an aluzraaf~e forrtra4 please eem%d &e ~ at 6(y8.26&3151 a TTY . 0p&264-8777. S~E33o(~.6i001 ; • Soil Test 'lot Ply Danftkermu#h Shaun Bi Dame A Address 1,267 142nd St. New Richmond Wl 54017 C _ _6900 Lot ? Subdivision gate 110 SE :1l4 NE 1145 1' T 28 WR19 W Township Troy Line County ST. CROIX Boring ~ Well Fi<, Property BM or'VRp Assume Elevation 100 tL Top of Steel Pence Post :88.3' *HRPSame as Benchmark System !~1pvat'n B.M. 35 a Property line - 30 25' 2.5 Acre Parcel Scale is 1 40 unless othwrwise 98 noted 60' 5% Sloe B-i i -3 25' Boundary Road t 308' Property. Lane ; WisconsinDepartmen F IVED SOIL EVALUATION REPORT Page of Division of Safety and in a rdance ' h Comm 85, Wis. Adm. Code / ~~yy County T Attach complete site t`I~s~ than 8 1/2 11 inches in size. Plan must r ~f include, but not limit tla,,refere point (BM), direction and Parcel I.D. percent slope, scale tion and distance to nearest road. 311 In Formation. Reviewed b Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). & Property Owner Property Location 7 7 e ' Govt. Lot -5 C 1/4 x'1/4 S Td N RI E(o Cw Property Owner's Mailing Address Lot # Block # Subd. 76t(rq" (0- (0 ~ / Y a -54, 02. - l City State Zip Code Phone Number ❑ City ❑ Village Town earest Road New 2!c,1 ~1 SY 7 (Gs'/) 7S"S =3~3? T!- B cr II Ar New Construction Use:%Residential / Number of bedrooms Code derive design flow rate GPD ❑ Replacement /J Public or commercial - Describe: Parent materialY Flood Plain elevation if applicable ft. General comments and recommendations: /2 U ✓rr ! ' J'! nr~~ r` f' T System Elevation 3 System Type / 22 Boring # ❑ Boring M Pit Ground surface elev. ll r~ ft. Depth to limiting factor ' v in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'E, ffff#2 d' d r Z- ` C! 1V i O a q-18 I/01'/'s-/V 17, 3 (8-3 7., 5 S gym- r✓ O U Boring # ❑ Boring fa 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/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 -3 A19-3 • Effluent #1 = BOD > 30 < 220 mg(L and TSS >30 < 150 ' Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L CST Narrle (Please Print) I CST Number Bird Plumbing, Inc. Shaun Bird 226900 Address Date Evaluation Conducted Telephone Number 1008 192nd Ave, New Richmond, WI 17 715-246-4516 I J , Property Owner _ Parcel ID # Page of [-31 Boring # Boring 6 Ground surface elev. ft. Depth to limiting factor in. pit Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIfF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •QEff#2 - S U I-- 2- - S S~ m Sb 1.J c ❑ Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDlfit in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 F-I ❑ Boring Boring # Ground surface elev. ft. Depth to limiting factor in. ❑ Pit Soil ication Rate Horizon ')epth Dominant Color Redox Description. Texture Structure Consistence Boundary Roots GPDtff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 I I Effluent #1 = BODS > 30 1220 mg/L and TSS >30 < 150 mgA. ' Effluent #2 = BOD5 130 mg& and TSS < 30 mglL 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 (8.6/00) Soil Test Plot Plan • Project Name Dan Freirermuth Shaujffi/~~ bddress 1267 142nd St. New Richmond Wi 54017 CS #226900 Lot 2 Subdivision C~ IV~ 7 41~ Date /10 SE 1/4 NE 1/4S 1 T 28 N/R19 W Township Troy F1 Boring 0 Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Top of Steel Fence Post System Elevation 99.3' *HRPSameasBenchmark B.M. 353' Property Line 30' Scale is 1" = 40' 25' 2.5 Acre Parcel 97' unless otherwise B-2 98' noted 60' 5% Slope 15' B-1 B-3 25' Boundary Road 308' Property Line ST. CROIX COUNTY SEPTIC TANK MAngMANCE AGREEMENT AND OW7TMRSW CEPTjnCAn0N FORM r Owner/Buyer M ' ' Address ! ' C r 'l property Address 5-7 (V on wed from Pluming & Zomag Deorftmt for now c0MftWtI=) , Parcel Identification Number ' 0~' City/Slate i LEGAL DESCRIPTION g - f d g~/ WTown of J proPAY Location- 1!4 , Sec , TZ ON Lot Subdivision r ~ 6 Z 3 . Volume t , Par # A~q 7 , Certified Survey Map # 9 p 3 3 Page Warranty Deed # _ Volume Spec hae no Lot lines idtaa y~ SYSTEM M&RTENAN -Q-AND QWNER CERTIFICATIOhi could reatlt is z ft to bandk wastes. PtOPdr lwpwpw tine and n o y'o~~ ~ y"n ar $Omer', if needed, by a licensed y ad p1m EW Mahonme cozs ofpim out the s sptlc the waste disposal ~tm Owner 8bc system can affect the fanction of dw septic tank as a treatment stage ' m 1 respoms`biMes are specified in §Cvmmm, $3.52(1) and is Cater 12 - St. Owi x Comity Smftuy Ordh="' rm, dpsigned by the Tlbe property owner agrees to submat to St. Croix Conaty Planning & Zoning Depa Uvent a ~n1on t fohe o owner and by a mastar pbmmbgs, 3o=rjm=Phog o r, xesmcted plumber or a licensed p ~fYmg E 1 tank wam ater disposal system is is proper opmgftS condition and/or (2) after inspeotfon P Elf IM Alan. 1/3 fail of 3113480: s s7ftm wig the disposa and agree to WI 11, the Nava read ire above xequaemr s Of State of Wiscorsn "mdwds soy ft 1b, tom, as set by t bo DapW== of C==== sad. Sze De Natxfral Resortaoes, bas be,.enmaintained must be completed and rctumod to the St. ~ County P3asming & Certification stating that your septic systems Z.zg Depam=m t within 30 days of the flee yeas' wiles date. Uwe 83V1 r6 the owAeM(s) of the 11wes ca dgy sa on this form am true to the best of my/ar¢ lmowledge• ut, by vat= of s, warranty deed recorded m Register of Deeds OMs. pragarty dwm d abov3st i N of bedrooms DATE 1 ql-rjNATUIM OF APPLICANT(S) ~ Zonjug ***Any information that is mid may result in tine samury permot being revoked by ft Planning brinde with this apphCIU n a recorded V=gMjy deed from the Re pAw of Deeds Office and a COPY of true certified survey map if , :efaresioe is made is the waannip deed. ` (REV. o8/05) t 1 i I i i I 1 111111 11111 (1111 filfl 11111 111111111 dill! 1111 Ilil * 9 State Bar of Wisconsin Form 1-2003 3 1 WARRANTY DEE 333 ►1(t~~rrPC n 0 9 3 3 BETH PABST REGISTER OF DEEDS ST. CROIX CO., WI Documcm Number Document Name RECEIVED FOR RECORD 12/29/2009 08:OOAM 'THIS DEED, made between Brent E. Johnson and Sonja m Hall-Johnson WARRANTY DEED ("Grantor," whether one or more), and Daniel Freiermuth and Sara Freiermuth, EXEMPT 1 3 husabdn and wife ("Grantee," whether one or more). REC FEE: 11.00 PAGES: 1 Grantor, for a valuable consideration, conveys to Grantee the following described real estate, together with the rents, profits, fixtures and other appurtenant interests, in St. Croix County, State of Wisconsin ("Property") (if more space is needed, please attach addendum): Recording Area That part of the Southeast V. of the Northeast '/4 of Section 1-T28N-R19W described as follows: LoQ of Certified Survey Map recorded in Vol. 18 of Name and Return Address Certified Survey Maps, Page 4747 as Document No. 762523 Town of Troy, St. Key Title, Inc. Croix County, Wisconsin 2015 O'Neal Rd. Hudson, 1VI 54016 i S he' n i ~Q~ GOY Ir PC HW l File No.: 9-1246W -T ti„ I s d e e ► 9e 040.1000.70.050 e use i p fi v 1 n A~ ce r f-a 1 Parcel Identification Number Vy1G 11 a V q Q~ D4C ~4 ►'►'1 P n JV O This homestead property. 9c; C (is) (is not) Grantor warrants that the title to the Property is good, indefeasible in tee simple and free and clear of encumbrances except: Easements, Restrictions, and Covenants of Record. Dated April 13, 2009. ASo_nfJan'*.r,qhnson o AUTHENTICATION ACKNOWLEDGEMENT Signature(s) _ STATE OF WISCONSIN ) ) SS. authenticated on St. Croix COUNTY ) Personally came before on April 13, 2009 Brent E. Johnson and * Sonja M. Hall-Johnson to me know to be the person(s) who TITLE: MEMBER STATE BAR OF WISCONSIN execut the foregoing in ent and acknowledged the same. (If not, i 0- authorized by Wis. Stat. 706.06) *Marcy M. Collova THIS INSTRUMENT DRAFTED BY: Notary Public, State of Wisconsin My commission (is permanent) (expires: Attorney John Schneider Cp Balsam Lake, WI 54810 4 NOTApy 0y NIBLIC °F W11 (Signatures may be authenticated or acknowledged. Both are not necessary.) NOTE: THIS IS A STANDARD FORM. ANY MODIFICATIONS TO THIS FORM SHOULD BE CLEARLY IDENTIFIED. WARRANTY DEED Copyright 2003 STATE BAR OF WISCONSIN FORM NO. 1-2003 1 O1folm software by. Automated Real Fstate Services, Inc. - 800.330.1295 File: 9-1246W ' 7Ea2523 VOL 18 PAGE 4747 KATRLM R. IfALSR"-+- REGISTER OF DEEDS ST. CROIX CO. VI RECEIVED FOR kECORD 05/13/2004 02:50PH CERTIFIED SURVEY MAP RFl' Fcg; 13-00 COPY FEE• CERTIFIED SURVEY MATT 2 LOCATED IN PART OF THE SOUTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 1, TOWNSHIP 28 NORTH, RANGE 19 WEST, TOWN OF TROY, ST. CROIX COUNTY, WISCONSIN. SETBACK NOTE: 3 FRONT SETBACK = 150' d. to SIDE SETBACK = 50' NE COR SEC 1 N LOT 3 CSM VOL. 5 PAGE 1324 4 4 * ce I REAR SETBACK = 50' - - - - - - - - - - - - FOUND SURVEY I on NORTH LINE OF SE 1/4 OF NE 1/4 N 89'45'47" E 1320.73' MARK NAIL I I ~°o 1279.70' I N 0 41.03' 1 c- - APPROVED ST. CROIX COUNTY ` Planning to" and Parks COMMMOe ' I r 010 1 MAY 13 2004 not recorded within 30 days of LOT 1 ~ 'Al A" I 00 il o a rmp e and vol vol ndd appmval 611048 S.F. nu `2 14.03 Ac. i N 89'45'47" E 353..0 3 1- 7 E. R. 595702 S.F. i 311.98' } z n 13.67 Ac. 2 41.03'JJ ~I b ~~M Asr. 108724 S.F. I o(p o®oe~e,- ~~•~gt~i~,o f 2.50: Ac. I l0l QI zI z .f'!,:'~ •.•"V 6j, i iE. R. 9688 S.F.I 01~ QI ~ i t o o f 00 1 o I ROGER LYNN 4• o to e e 2.21 i Ac. - ORO M I 1 LO o I o HUMPHREY (6 _N I I I" o ffi _ L0_-_-J I -Jw N 1 S-2183 t0 N 8945'47" E 353.01' I( I Z I z WOODVI' I a l ~ 311.98' Wl 0? 41.03' 1 LOT 3 04 I. N LOT 4 :108726 S.F.ffi S.F. ,°,cd 00 ° w 897637 ~ i 2.50 Ac. 0 20.60 Ac. i ~I w ~ E. ii R. 9608 S.F. ~ E. R. 837560 S.F. L v~i 50'i e e 19.28 Ac. N 89'45'47" E 353.01' 1 ;~I 1 311.98' 41313 41.03'I'zl ' I ~I~ ICI Ln Iii LO N ( r - - S 89'58'42" E 1274.15' 16 'I L - _ 'cc -TOWER ROAD- --S B9A1 !-8" W- -1315.03_ EASTmvT-SL t/4-LKE- - - -to S89'^•1'38"Y' - - - - - EAST 1 /4 COR1 I '•941.43' - UNPLATTED LANDS '~+•riFND: FOUND SURVEY 1 I I 0! 1 COR MARK NAIL SEC. :=C"•'D `,f; 3/4" BY 18" Ir.CoN 1 3' ALUMINI:M PIN WT. 1.50 LBS./FT. NOTE: MONUME !T FOUND 1" IPON PII;E BEARINGS ARE REFERENCED TO THE EAST LINE OF THE NE 1/4 OF SECTION 1, ASSUMED 1.0 BEAR -~-C•: UNT Y `'ECTION MONUMENT S00'04'24" W. (r00ND AG IJO T'D) re Sv!L BORINGS OWNER: SCALE: 1' - 20D SURVEY CONDMnD AT THE BUILDING SE18ACK LINE Tiiiiii REQUEST OF THE OWNER: 0 50 100 200 COUNTRY VIEW DEVELOPMENT PROPOSED DRIVEWAY 499 COUNTRY VIEW ROAD E.R. = EXCLUDING RIGHT OF WAY AREA HUDSON, WI 54016 THIS INSTRUMENT DRAFTED BY KEVIN SAMUEL SHEET 1 OF 2 HUMPHREY ENGINEERING Vol 18 Page 4747 Parcel 040-1000-70-050 PAGE 04/07/2010 E I OF A 1 1 Alt. Parcel M 01.28.19.46 040 - TOWN OF TROY Current 1XI ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type # of Units 05/13/2004 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner O - FREIERMUTH, DANIEL & SARA DANIEL & SARA FREIERMUTH 572 BOUNDARY RD RIVER FALLS WI 54022 Districts: SC = School SP = Special Property Address(es): * = Primary Type Dist # Description * 572 BOUNDARY RD SC 2611 HUDSON SP 1700 WITC Legal Description: Acres: 2.500 Plat: 4747-CSM 18-4747 040-2004 SEC 1 T28N R19W PT SE NE CSM 18-4747 LOT Block/Condo Bldg: LOT 02 2 (2.50 AC) Tract(s): (Sec-Twn-Rng 401/4 1601/4) 01-28N-19W SE NE Notes: Parcel History: Date Doc # Vol/Page Type 12/29/2009 909333 WD 05/11/2009 895214 WD 12/06/2006 840070 QC 05/27/2004 764064 2582/433 WD more... . 2010 SUMMARY Bill Fair Market Value. Assessed with. 0 Valuations: Last Changed: 11109/2009 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 2.500 60,000 0 60,000 NO Totals for 2010: General Property 2.500 60,000 0 60,000 Woodland 0.000 0 0 Totals for 2009: General Property 2.500 60,000 0 60,000 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch I Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 00 ST CRD~x COUTqTy PLANNING & ZONING MEMO DATE: April 6, 2006 To: Mary Jo Hollister, CST #224832 Code Administratiof) FROM: Pam Quinn, POWTS Inspector #665054 715-386-4680 RE: Brent & Sonja Johnson/Country View Construction Land Planning formarion CSM #762523 Lots 1, 2, 3 & 4, Section 1, Town of Troy 715-386-4674 On April 5th, I visited all four lots for this CSM to verify data submitted on RealPropcrr} March 16th amended soil reports. With your assistance in re-flagging some of the 715-38.6-4677 test pits and hand borings, I was able to confirm locations for all tested areas. R rtcK apologize if previous memos made it appear that work had not been completed, e but 7386-4675 the discrepancies between lot lines for concept and final CSM, the surveyor's soil boring markers on the map, plus the use of two test pits by Dave Fogerty all made it very difficult to identify the tested areas. Lot 1: There are two soil reports for this lot. The BM#2 for the 3/13/06 revised site plan was not visible anywhere near B2, but BM#1 is flagged in blue and available for use in mound installation. The tested area on soil report dated 10/23/03 has pink flagging and reported A±0" conditions, which would require a state on-site soil determination for mound design approval. See requirement for Lot 4. Lot 2: There are also two valid soil reports for this lot. Your BM#1 is a nail on west side of tree 21 feet south of B2 and flagged with blue tape, as are 131 and B2 (both excavated pits). BM#2 is the "top of PVC pipe" at 23" above grade and the 98.78' elevation should be double-checked. Dave Fogerty's soil report extends south of Mary Jo's tested area and allows flexibility in mound location and design. The site has not been altered and the contours indicated adequately represent the existing topography. Lot 3: My only criticism is that Comm 85.20(2)(b) specifically requires "at least one soil profile evaluation excavation per treatment or dispersal site shall be constructed as a soil pit" for estimated DWF of <1,000 gallons per day. This lot has three hand borings, with B3 being a hand-auger hole that was done while frost was still in the ground. The nearest excavated test pit is Dave Fogerty's B1, which is on Lot 2 >40 ' feet away. The new hand boring B3 is 77 feet southeast of a flagged as B1, which is 16 feet south of the north lot line. The "existing pit from Fogerty" (131) is 41 feet northeast of your B1. The PVC pipe shown as BM#2 has been flagged in pink tape and B2 is flagged next to it. ST.CROIX COUNTY GOVERNMENT CENTER 1 101 CARMICHAEL ROAD, HUDSON, W1 54016 71x386-4686 FAx PZ@CO.SAINT-CROIX.WLUS WWW.CO.SAINT-CROIX. WI.US 4- Lot 4: 1 found both blue-flagged benchmarks and excavated test pits 131 ahd~B2; but cowl n'ty`` specifically locate B3. B2 had standing water in it and the entire lot's soils were saturated at the ground surface. This lot requires an on-site soil evaluation by the state to determine if there is A + 4 inches of soil above seasonal soil saturation. BM#2 is approx. 11 inches above grade and needs to have its 102.96' elevation corrected (it is next to B2 at 100.3'). Letis54 ry to schedule the on-site for Lot 4 and the additional excavated test pit for the same day andn (with elevation corrections requested) these four soil reports should be ready for use in POWTS design and sanitary permit applications. - ST. CRoIX COUNTY GOVERNMENT CENTER 1 1 o 1 CARM/CHAEL ROAD, HuDsoN, W/ 54016 715-386,4686 FAX PZ@CO.SAINT-CROIX.WI.US WWW.CO.SAINT-CROIX.WI.US I Parcel 040-1000-70-050 - I ~ ~ uf&- !~tVn s oz/l 0i2010 PM PAGE E 1 1 OF 1 Alt. Parcel 01.28.19.413 040 - TOWN OF TROY Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type # of Units 05/13/2004 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner 0 - FREIERMUTH, DANIEL & SARA DANIEL & SARA FREIERMUTH -7 572 RD LA RIVER ALDLS WI 544022 t Z _ 2 1-4 2-1 Districts: SC = School SP = Special Property Address(es): Primary Type Dist # Description 572 BOUNDARY RD SC 2611 HUDSON SP 1700 WITC Legal Description: Acres: 2.500 Plat: 4747-CSM 18-4747 040-2004 SEC 1 T28N R19W PT SE NE CSM 18-4747 LOT Block/Condo Bldg: LOT 02 2 (2.50 AC) Tract(s): (Sec-Twn-Rng 401/4 1601/4) 01-28N-19W SE NE Notes: Parcel History: Date Doc # Vol/Page Type 1212912009 909333 WD 05/11/2009 895214 WD 12/06/2006 840070 QC 05/27/2004 764064 25821433 WD more... 2009 SUMMARY Bill Fair Market Value: Assessed with: 32334 61,100 Valuations: Last Changed: 11/09/2009 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 2.500 60,000 0 60,000 NO 05 Totals for 2009: General Property 2.500 60,000 0 60,000 Woodland 0.000 0 0 Totals for 2008: General Property 2.500 50,000 0 50,000 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch M Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 Vftb rW Departrnent of Commerce SOIL EVALUATION REPORT Page I of Z Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code county St. Croix Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must include, but not hilted to: vertical and horizontal reference point (BM), direction and Parcel I.O. percent slope, sole or dimensions, north arrow, and location and distance to nearest road. - ) Please print all Wkirmmtion. _ D g Personal Information you provide acy Law. s. 15.04 0) (m)). PmpertyLocation y ProperOwner . g Country View Coristruc on (Brent & Sonja Johnson) Govt Lot SE 1/4 NE 19 S 1 T ~ N R 19 EL,(or)❑W Property Owner's Mailing Address a Lot # Block # Narne or m 499 Coun View Road 2 (p) Cry stow 79 Viflage own Nearest Road Hudson, 70 N I N " F F1 ' 85 Troy Boundary Road E]New Construction UseEj Residential / Number of bedroom 4 Code derived design flow rate GPD ® Replacement ❑ Public or commercial - R Parent material loess over till/outwash Flood Plain elevation if applicable -XT General corn ents -<4-6 San - Qe, Q Mound System - 0.5 Loading Rate - 0.67 & Sand Fill and recommendations: 3 r d~ VIV ,I scze- 0 9 38 Boring # Ground surface elev. 96.38 ft. Depth to limian9 factor in. Q Pit Sol Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Mulsefl Qu Sz. Cord color Gr. Sz. Sh. 'Eff#1 •Eifl12 1 04 10YR2/2 - 1 3f-mgr mvfr cb 3vf-co 0.5 0.8 2 4-8 - I 2f-mabk mfr as 2vf-co 0.5 0.8 3 8-15 10YR3/4 - sil 2f-mabk mfr as 2vf-co 0.5 0.8 II 4 15-26 7.5YR4/6 - sl 1 f-msbk dh as 2vf-co 0.4 0.6 5 26-38 7.5YR4/6 - Is if-msbk dsh cs lvf-m 0.7 1.2 6 38-59 7.5YR414 tzd t.s 416 is m mvfr - l vf-m 0.7 (Horizons 4 and 6 Gave some gravel) /T Boring ❑ Boring 3 T/ 2 # Pit Ground surface elev. 98.53 ft. _D.-ep81 to ---tirni*V factor in. Sol mi-kaw Rage Horizon Depth Dominant Color Redox Description Texture Structure Consistm= Boundary Roots GPDW In. Mu►sefl Qu. Sz. Coat. Color Gr. Sz. Sh. "Et1#1 'E912 1 0-9 10YR2/2 - 1 3f-mgr mvfr cb 3vf-co 0.5 0.8 2 9-16 10YR3/3 - 1 2f-mabk mfr as 2vf-co 0.5 0.8 3 16-24 10YR3/4 - sil 2f-mabk mfr as 2vf-co 0.5 0.8 4 24-33 7.5YR4/6 - sl if-msbk mfr as 2vf-co 0.4 0.6 5 33-50 7.5YR4/4 t2d7sYR4/6 is m mfr - lvf-m 0.7 or➢zons4&5 have some gravel.) • Effluent #1 = BOA > 30 1220 mg1L and TSS >30:5 150 mg& ` Effluerd #2 = BOD 30 mgA_ and 755 < 30 ng& Signature CST Number CST Name (Please Print) Mary Jo Hollister - 224832 Address Dale Evaluation Conducted Telephone Number W9875 690th Avenue, River Falls, Wl 54022 01-25-04 (715) 426 -1775 CST D Feb,24 O-S 10:18a owner 7154264827 p-2 3 3 P~Of PLAN pAGE~1F_ LEGAL M z eA,Fa DM- at 5 N E- ti E .`t -M N 28 CD V V. Zt O CPlf - X F-1-5M PMN6 W/ 6AG*ia NO COMM M 5MALK I''kaum5 ~RAPoSE~ 2. S ticRE; I %-Q0 9~. 00 jj,°0 99 06 t fry Lka I~61 ®6^n + A+ S 3 0 ;.y ~lQ.'gort,n~ FRoM pREV~ou~sSES~ 2 +DD, 44,Oo ' rOE:EATq C4-A-05 YVI (CORNER STnKED 8`I OW1~ER~ CPRAPas~o SU1dy K. f'•~PEF'I `I 1. ~ N E~ TDWgR go, -P i m I I ' PLOT PLAN p -2- 1.~N7: /',YD ~(Ci.PT Wti'ERE NQY~ CON pROi'~~SY OWI~: u~ vtEW ut { ° 6M~ # 1 5 G~ - fi Z8 Zt -7p P Or F= P i' - 6 i bIX t f~01. 00" W1 PSAOM vvl ND COMM 83 %TACK pIZO UM5 PVG i f j~& {'RAPflSE~ 2, 5 ACRE iS 3_ '40,(( 41,ss e v * ;n ~rr6 y6.m 40 00 gg.OD R9.0 1 2 b ly, a k~ M1 t ~ 2~ d 6A a pREVto~ZEST ~ B Rv3C~ FRS` I ~e:N ' t'~`~~n'` • ~ w~ r ~V~ ~L y~`)'I J ~•t 7 ( L {~~Ufii ' e . (CORNER 5wMeD i u _ Bi ° MCPRO +A-11 flolp Rl` Lt NE.) I' o+ a40 d,; ~r fr ~vc LOCAAMI S G, sFC,~ X 'TOWER RD$T L I PLOf PLAN : /::r yo eXCUPT u?"EM NM EZ pRpl'~tY OWM u v enm;zR~L t o (LfYT z t_ G,~ BMA s~ t 5 - E w DF E P4 Lt - a 1!1 vi TDWIJ t)f-- tx STATS + -501.00046 W/ MOM V el ~ S NO COMM M "Aa I WMEM5 PVG ;f 'C'R'OPO5ea 2. S AeRgs I S 3. '40a 4-tus e j vatrD*- yw,ds =1a p-6 4- VMl- n .e rre I i WOO .t s .r / 97, d0 gg.00 491 OD l `~0 6r BoR+~ FRS` PSZS%Jtous BEST ~pgtS (GS, e rti -5 t 4e- ~ {CORNER s ptKED $y ow~eR} ~'CPRoPO~ 5ou~~ ~i~DP~~t`I ~+~E~ ~ LOAaAIM: SEC.1 x~ -towER RO, T m Fogerty Plumbing #221180 28288 McKenzie Rd.~ Spocne; , WI 54801 (715) 635-9609 y ` ,001 PLC G a 3 y - oo- 7 7V f ~skE *I- ¢ff6;' d•~i = .~cT te.-W, 7a® Ar % v~ Sl CIWAdol dC444rco, I 'ss~~~`JJ Q 1 320 000 FEET R. 19 W. R. 18 W. ~ L. } Rr $a E ~ yM. CEMETER tl h~ qTTT fn ~ t. l .iqF f 6 y ~ w r.. fit. -Na Foc' ` , r 00 C\j r 'A' i C3 )t eke RoE w V ° T~7 _ o m C " I K~/ o O o ` O g. i ° O I o I _ 0~ I = A C I o I L? . e I I ~ ;v 1 I \ e b\~. $ 11 co v II o I o ~ A o 1 Q I ° T I I oec I 4 N { I ~ I S r I ~ I ° 1 8 I / I °s I ~ V a ' CD ; a g L; til w I O $ i 3 3 I o czz) = T V \ III 0o`1 m 0 ---,I W 1 I - - cn (ROBERTS) 2473 / NE v co Z Z I ~ SAFETY AND BUILDINGS DIVISION Integrated Services Bureau 13 East Spruce Street Chippewa Falls, WI 54729 Ifisconsin INSPECTION REPORT www.commerce.state.wi.us~sb (715) 726-2544 Department of Commerce Date of Inspection: September 22, 2003 Plumber Name and Address: Project Name: Clapp Lb _ h CS1~ y~ Use: Residential Legal Description: -41E, 1, 28.19W Certified Soil Tester Name and Address: Site Number: David Fogerty, CST 221180 Subdivision: 28288 McKenzie Rd EEE Municipality: Town of Troy spooner WI 54801 County: St. Croix Plan Transaction Number: Owner Name and Address: Sanitary Permit Number: William H. Clapp 995 65t' Ave Wastewater Flow: 450-600 gpd Roberts WI 54023 PersonsPresent:- K Grabau An onsite investigation was requested by the CST because of unusual or confusing soil conditions at his site. It is my opinion that the soils at this site are suitable for an above grade dispersal system such as a mound system or possibly an at-grade system. The estimated highest level of soil saturation at my test pit is 36 inches. However, other site factors such as percent and direction of slope, length of an available installation contour, and uniformity of soil conditions were not evaluated during this investigation. One soil boring was described and determined to be unsuitable far.a below grade system installation. To the best of my knowledge this soil boring (17-1) was located near or at the same location as fhe southern most soil boring (B-1) completed by CST Foge ~a S 2 LOT 3 T-1 00-03" 7.5YR 2.5/2 sit, 2cgr, mfr, cw. 03-12" 10YR 413, sil, 2msbk, mfr, cw. 12-21 ° 10YR 4/4, cl, 2m-csbk, mfr, cw. 21-36" 7 5vo ~a ~~h~ mfr rw 36-45° 7.5YR 4/6 fsl, Om, m) in lace ,with iron depletions a ong a few vertical macro pores (cracks). If there are any questions regarding this report, please contact me. er y G. nsky, stewater pecialist Ljansky@commerce.state.wi.us E-mail 715/726-2544 Voice 715/726-2549 Fax cc: (County ❑ Plumber ® CST ❑ Owner ❑ Other ~Y1 a qY1 R.C wm. a.4rum vv, ~~.a. nu.... vw.. r( d County SX C Attach cornple site paper not less th 8 112 x 11 inches in size. Plan must include, but no to: tMzon ference point (BM), direction and Parcel W. percent slope, a 0E11i- nd location and distance to nearest road. ~N R Date se print all information. Personal infoimaGorh you Wwide maybe used for seoorhdary PwP lY t aw s 1&04 (t) (mp / A Property Owner Property Location tLC Govt. Lot W 1/44, 1/4 "S T 2 f N / E or Property Owners Mai rig Address LM Block # Subd. Name or C14A l+` j? I S ~S - I =IC: I city State Zip Code Phone Nu rrtw ❑ City ❑ Village [mown Nearest Road O OZ ( !S) 7 f-f=,f Q Z m ,U mtar! Q New Construction Use: Residential / Number of bedro0n5 Code derived design flow rate AD GPI) ❑ Replacement ❑ Public or cor rneraat - Des ft. Parent material✓ frLr 7S- Flood Plain elevation if applicable dye General comments , and-recommendations: S4~6EST~?? J170lIi~~ C # [3 Boring ILMPit Ground surface elev. S"5( ft Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Desaiption Texture structure Consistence Boundary Roots GPD/ft2 in. Munselt au. Sz. Cont. Color Gr. Sz. Sh -Eff#1 'Eff#2 z - .L®- s- 3 .Z ~sr Gs 3c a Boring # t❑-1, Boring a t~ Pit Ground surface elev. Z s/ fL Depth ID 6rtrGng factor 30 in. Sod Application Rate Horizon Depth Dominant Color Redox Deso"m Texture Structure Consistence Boundary Roots GPD/tt2 in. Munsell arr. Sz. Cant. Color Gr. Sz. Sh. -EIM 'Eff#2 2 S srt' c c 3 22 341 77 - • Effluent #1 = BODs > 30 < 220 mg& and TSS >30 < 150 mgIL t-#2 = BOD, < 30 myl and TSS < 30 mglL-' PST (please Pant) CST Number Address Fogerty Plumbing & Perk U (sting ur,~d Telephone MWIbW ~ ~ U3 7~r s-9~9 28288 McKenzie Rd- Property Owner AE« ~~p Parcel ID # Page of 0 Borim a# Pit surface elev. ft. Depth to baft bckw ~ Sol Rate Horton Depth Oorr*wd Color Redox Description Texture Structure Carte Boundary Roots GPDJfP in. Munsel CkL Sz. Cont Color Gr. Sz. Sh. 1 'Eif1t2 3 0- L AW=,4- AK 2 Gs--- L VA/ N~ l o_ ~ - s Y A/ ~ E'w of ® 'd a~ Ground surface elev. ft Depth ,a n Sol Application Rate Pit Horizon Depth Dominant Color Redox Description Texture Gr. Sz. a Sh. Catrsistence Y Roots Hi#1 GPD/ff in. Munsell Qu. Sz. Cont. color Gr. Sz. ' 'Etfil2 i s" ❑ eori~g in. # Pit Ground surface elev. ft. Depth to bril" fartor Sol Appicabon Rate Horizon Depth DominantColor Redox Description Texture Structure Consistence Boundary Roots GPDgfr in. Ntrr+se9 Qu. Sz. Cord. Color Gr. Sz. Sh. *8111 'Efttl2 Effluent #1 = BOD, > 30:S 220 mglL and TSS >30 c 150 mglL ' Effluent #2 =•BOD, 30 mgiL and TSS 530 mgiL 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 608.01101P or I- VY 608-264-8777. Sao-uwtR.eroor _ i Fogerty Plumbing #221180 28288 McKenzie Rd. Spocner, WI 54801 (715) 635-9609 yPd • m b I UG Q r .c174s / = der, Me ®F ~ .ter 9s d,Qt2 = .9~tT• R W, 7W4 0' of 2 v r! 4A.W. l~o~irc0, ioo•6Y X = ,8atsyrl~ a-i /yY lyt/N ! 353' o L/N4 i LgAgwk ge -44 ,w4 z t3 2 < 3 Y , +3 3 ST CROIX CO UNTY PLANNING & ZONING I MEMO DATE: March 20, 2006 To: Mary Jo Hollister, CST #224832 Code Administration FROM: Pam Quinn, POWTS Inspector #665054 715-386-4680 RE: Brent & Sonja Johnson/Country View Construction Land Information & CSM #762523 Lots 1, 2, & 3, Section 1, Town of Troy 715-3864674 On March 16th amended soil reports were submitted for these three lots in Real mope response to my March 3rd memo that documented deficiencies found during an on- 715-386=4677 site inspection by county staff. Several hours of staff time were required to identify Re that there were discrepancies between the final lot line configurations and the 7,386 675 reported tested areas, which was in part due to the lack of data provided on the original soil report plot plans. I reviewed the amended reports and comments are summarized as follows: Lot 1: The soil report dated 1/25/04 did not have a distance indicated from Boundary Road, rather it referenced a "proposed east property line". This was mistakenly assumed to mean the current Lot 1 configuration with Boundary Road right-of-way as the east lot line, but you submitted a concept map that showed locations for 2 lots that had been proposed prior to final CSM. I will be happy to revisit this site to verify data on plot plan that now shows this site is 353 feet west of road. However, BM#2 is still shown at elevation 106.0' and needs a corrected elevation for use in construction of a POWTS. As mentioned in previous memo, Site #1 tested area (soil report dated 10/23/03) had A+0" conditions and would require a state on-site soil determination for mound design approval. This area was flagged and still has benchmarks as indicated, although BM #2 elevation is incorrectly calculated. Lot 2: Again, I will re-visit the site to verify that your original borings and BM#1 are visible for POWTS installation purposes. I checked the area north of BM#2 twice on 3/3/06 and found some blue flagging on a tree branch, but could not specifically locate BM#1 or B1 (59" deep boring) or B2 (50" deep boring). The southerly test pit and BM#2 shown on the plot plan match the locations of Dave Fogerty's B-2 and alternate benchmark, the latter "top of PVC pipe" is 23" above grade and should be higher than the 98.78' elevation reported. Corrected elevation is needed. Dave Fogerty's soil report extends south of Mary Jo's tested area and allows flexibility in mound location and design. The site has not been altered and the contours indicated adequately represent the existing topography. ST. CROIX COUNTY GOVERNMENT CENTER 1 101 CARM/CHAEL ROAD, HUDSON, W/ 54016 715-386-4686 FAX PZ@CO.SAINT-CROIX.WI.US WWW.CO.SAINT-CROIX.WI.US Lot 3: The amended plot plan now includes a new hand boring B3 that is approximately 85 feet southeast of your 131. The "existing pit from Fogerty" 131 is shown and Fogerty's original 9M#1 are still included for an assumed 100' elevation. The PVC pipe shown as BM#2 was previously observed and I will verify location of new B3 in relation to the staked north lot line. Upon completion of corrected elevations for alternate benchmarks and data verification, these soil reports should be acceptable for use in POWTS design. It is not uncommon for proposed lot configurations to change after soil testing has been completed, but review of submitted soil reports sand on-site inspections help county staff identify discrepancies before plumbers use the data for POWTS designs. It is not always obvious (on paper) that the tested area(s) may not meet code requirements. Anytime more than one soil report is completed for a parcel, especially if there is overlap in the tested areas, errors and/or confusion of the data are possible. In this case, referencing another soil tester's data without properly identifying that twodifferent borings were used caused additional confusion regarding site conditions. All borings and site reference data must be identified and elevations must be correlated using one primary benchmark. Even though it created extra work for both the soil tester and county, it's good that the request for site condition verification was made early enough to identify and correct problems prior to POWTS design and installation. Stating or documenting observations made as a result of site condition verification is necessary so that any errors or discrepancies can be corrected. If data can't be readily confirmed at the site based on the soil report plot plan and soil descriptions, it's the government unit's (county) responsibility to notify all parties and obtain necessary clarification and/or corrections. Nobody wants to discover errors after a POWTS has been designed using incorrect soil report data. The focus here is to provide the landowner and prospective buyers with viable soil reports for each lot in the CSM. ST. CRO1X COUNTY GOVERNMENT CENTER 1 10 1 CARMIC/-IAEL ROAD, HUDSON, W1 54016 715-386-4686 FAX PZ_@CO.SAINTCROIX.WWS WWW.CO.SAINT-CROIX.WWS ` P~Of 11 AN PAL-9 3ff3 lot.RfYOWI~: CDLL TR yV I.aw. I=,qo ~XaUFT wH~ nurreA qRtl~cT I o l0 z L ea,~n PM, s~ 1 5 N E~ - 'tt4fi N -r28 ❑-50L BORING W/ B NO GOMM 83 5MAGK ~RAPo51a17 2, S ACRES y~ X A aV ofl ` 1',~iU alp% • 00 lip { a - , ,~-m of ph O l~ ~ rc?c~ o J'- O ki ~ p a oR~~ FRpN.4 E [Ot~s'tE5 6I E~ x9,00 Ib61q C4- C3 PG B6h \ F IIfC 1 /1/AII/MI ~ ~r 7~In ~o l4 Ot All- pLl ~0,(, SEC -rower R ID, -P m ' o va - o f:r~yS ~ tF ;r. r I" sovlli e~ R Spccfs~- PEA- sTslKED 1~ ~ev~s~e ;03-1~-t~lo P/2oPasAL t l f f i i N • i i '3 c X ' 1 V~ i U V pAa-3-ff 3 tTawyoAt : CPWSTA V" gyp; i!qo EXGUPT w"'ERE NMEZ 14 2 L NJ1iED~ ~R c 5 Q I.T N 2E _---moot ..MP Of fw Pip OK014 FI-50L 00" W/ 8 NO COMM M 5MKK 'PWDPflSEp 2, S ACIMS IJ'~ 09 4y~ 0 ~o 00 pt h a 3o°a p J IaS~ p oR~ FRpM pREVt~u~TES 10 ror Oro, Utl-I oq-,2&-c3 L- qq.00 ro -'7 - 136 , -W 32- -1 gave's aM z o'r'7 A~b X ~ 4 Spy testa - STArc ED 1ti nl-r b cwix co AA UNTY Pal G & ZONING MEMO DATE: March 3, 2006 ~ur F To: Mary Jo Hollister, CST #224832 ri Code Administrate FROM: Pam Quinn, POWTS Inspector #665054 715-386-4680 RE: Brent & Sonja Johnson CSM lots 1, 2, & 3, Section 1, Town of Troy Land Information & Planning 715-386-4674 As a result of queries by a prospective buyer for lots 2 or 3, 1 conducted a site inspection to determine accuracy of data provided in soil reports prepared for Rear Prop ythese three lots on Certified Survey Map #762523. Based on my findings, the only 715-38 , 77 currently viable soil report for use in the design of a POWTS was done by Dave Y` Fogerty in September 2003, whose tested area is entirely on lot 3. Findings are Re `png summarized as follows: -386-4675 Lot 1: located one tested area from soil report dated 10/23/03, which had A+0" conditions and would require a state on-site soil determination for mound design approval. This area was flagged and still has benchmarks as indicated, although BM #2 elevation is incorrectly calculated. A different tested area was described on a soil report dated 1/25/04 in the northeast corner of the lot. BM#1 is shown as 115' west of Boundary Rd. and 120' south of the north lot line, with three excavated- backhoe test pits within 90 feet of it. There are no markers or visible backfilled pits to identify this area and the slope shown on the report is reversed from the topography I observed. Until the site on the more recent report can be identified and the data verified by county staff, no sanitary permits can be issued for this lot. Lot 2: Dave Fogerty's soil report for this lot was done prior to CSM; all three test pits and both benchmarks are still visible and the elevations using BM#1 as F , assumed 100' elevation were found to be accurate. This site had an on-site m. A completed by Leroy Jansky, Dept. of Commerce, who agreed that a mound or at- grade system was feasible based on soil conditions. The site has not been altered and the contours indicated adequately represent the existing topography. Your subsequent soil report (5/5/04) utilized one of Dave's test pits and indicated that the south lot line had been staked by owner. The official surveyed lot line and corner stake are farther south than the flagged lathe that appears to be the owner's marker. The southerly test pit and BM#2 shown on the plot plan match the location and elevations of Dave Fogerty's B-2 and alternate benchmark of 2" PVC pipe, which are 145 ft. north of the south lot line. I could not locate your backhoe test pits 131 or B2, or BM#1 that are indicated as north of Dave's test pit. Sr. CRO1X COUNTY GOVERNMENT CENTER 110 1 CARMICHAEL ROAD, HUDSON W1 54016 715-386-4686 FAX PZ@CO.SAINT-CROIX.WI.US WWW.CO.SAINT-CROIX. WLUS • L ou use an "existing pit from Fogerty" mark9d' B1 on is repo an avers ongina #1 as your assumed 100' elevation. However, the north lot line is 50 feet farther south than ur plan shows; there is a surveyor's stake and lathe marked "lot 2" at the SW lot corner for r- rence. I found the 1" PVC pipe shown as BM#2 on the plot plan and the elevations/slope da pear correct, but no visible sign of hand borings or markers indicating 131 and B2 loc This soil report is not useable since two of the three test pits are not on this lot. Alt your soil reports for lots 2 & 3 make it look like only one of Dave's test pits was utili the data indicate that you mapped tested areas using both his B-1 and B-2. Your test pits avated to 59" and 50" on the lot 2 report should have resulted in backfill material or other sturbance that would be at least as visible as the exposed test pits from Fogerty's soil report. re-visited the site to try and locate these pits without success. Neither your Lot 2 or Lot 3 s it reports will be accepted for use in POWTS design or sanitary permit issuance. A py of this memo will be attached to the soil reports and sent to the owners. Notify the ning office when Lot 1 and Lot 3 soil reports have been completed so staff can verify that they can be released to plumbers for POWTS design. I Y 4 M~mwt; r.- t r,.#? :4s+R<.«^2+N^A'T:~vHUM'3r;c:.vM+of,ItiYlave+tpzw.roR.zmmea.!!.n svc ST, CRO/X COUNTY GOVERNMENT CENTER 1 101 CARMICHAEL ROAD, HUDSON, Wi 54016 715-386,4686 FAX PZ@CO.SAINT-CROIX.WI.US WWW.CO.SAINT-CROIX.WI.US Parcel 040-1000-70-05'50 03/03/2006 05:24 PM PAGE 1 OF 1 Alt. Parcel 01.28.19.413 040 - TOWN OF TROY Current I X' ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 05/1312004 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner j BRENT E & SONJA M HALL JOHNSON O - JKON PS, TIMOTHYTJE & SORT AA M HALL TIMOTHY J & LORI A KNOPS 414 WREN LN HUDSON WI 54016 Districts: SC = School SP = Special Property Address(es): * = Primary Type Dist # Description ` 572 BOUNDARY RD SC 2611 SCH D OF HUDSON SP 1700 WITC Legal Description: Acres: 2.500 Plat: 4747-CSM 18-4747 040-04 SEC 1 T28N R19W PT SE NE CSM 18-4747 LOT Block/Condo Bldg: LOT 02 2 (2.50 AC) Tract(s): (Sec-Twn-Rng 401/4 1601/4) 01-28N-19W SE NE Notes: \ Parcel History: V/ Date Doc # Vol/Page Type ~lo 1 05/27/2004 764064 2582/433 WD l 05/13/2004 762523 18/4747 CSM 07/23/1997 1136/330 QC 07/23/1997 1074/65 PR 2065 SUMMARY Bill Fair Market Value: Assessed with: 101978 51,900 Valuations: Last Changed: 09/06/2005 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 2.500 50,000 0 50,000 NO Totals for 2005: General Property 2.500 50,000 0 50,000 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 r a CERTIFIED SURVEY MAP LOCATED IN PART OF THE SOUTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 1, TOWNSHIP 28 NORTH, RANGE 19 WEST, TOWN OF TROY, ST. CROIX COUNTY, WISCONSIN. SETBACK NOTE: 3 FRONT SETBACK 150' SIDE SETBACK = 50' NE COR SEC 1 a LOT 3 CSM VOL. 5 PAGE 1324 I I- I REAR SETBACK = 50' - - - - - - - - - - - - FOUND SURVEYI I o n NORTH LINE OF SE 1/4 OF NE 1/4 N 89'45'47" E 1320.73' MARK NAIL I 10 1279.70' 1 N c ----------------------------------------------------------0 41.03' I APPROVED e 0 ► 1 ST. CROIX COUNTY Planning Zoning and Parks CommMe9 ; I I MAY 13 2004 ° i ° \ 4 (not reoorded within 30 days of LOT 1 I aroval date sppmval shall be mull and vold 611048 S.F. r - I I 14.03 Ac. i N 89'45'47" E 35370 I \ 8' 1 E. R. 595702 S.F. :9 } 13,67 Ac. T, 2 41 3'1J ]I j Add ~1~,~ ` ! F~ I I 1 1 2.50 i Ac. I . I• 1 V) z ~6'j~~~ i g 1E. R. 96b88 S.F.I jr,,2.21 Ac, NN 00 1 ROGER LY o l4UMPHREY 1 '6 te eN a z r~ k ` &211 tO N 89'47" E 353.01: 1 z WOODVI W , a a 311.98 o WI ~ - 0 41.03 U 3 W LOT 4 I LOT N 897637 S.F. z o 108726 S.F. ~ 1 2.50 Ac. 20.60 Ac. N ez E. R. 96088 S.F. I I ICI 1 E. R. 837560 S.F. `2-1- I ~'I W 50'1 0 19.28 Ac. N 89'45'47" E 353.0111 1 >-fI 1 311.98 I I I <GI i 41.03' 133 ~'M1 1 001 to I IGgI 101 I"'I I Cc ° CO S 89'58'42" E 1274.15' I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - 6' r4n co -TOWER ROAD- - -S WA1:a8" W- -J315-03- EAST=v&SI- V4-LlZlE~- n - - S89'41'38"w) - - - - - - - EAST 1 /4 COR I 1 F 3941.43' t-OFND. UNPLATTED LANDS FOUND SURVEY 1 I I W 1 COR ,.a: - - - - - - - SEC. 'i rC''?\:D a SE7 3/4" BY 18" IRON MARK NAIL 3" ALUMINI iM PIN WT. 1.50 LBS./FT. NOTE: MONUME,!T ' FUND 1" IRON PIPE BEARINGS ARE REFERENCED TO THE EAST LINE OF THE NE 1/4 OF SECTION 1, ASSUMED TO BEAR * C-UNTY `'ECTION MONUMENT S00'04'24" W. (FOUND Aq NOT'"D) ® SOIL BORINGS OWNER: SCAM: 1" - 200' SURVEY CONDUCTED AT THE BUILDING SETBACK LINE REQUEST OF THE OWNER' 0 50 100 200 COUNTRY VIEW DEVELOPMENT PROPOSED Dr;iVEWAY 499 COUNTRY VIEW ROAD R. = EXCLUDING RIGHT OF WAY AREA HUDSON, WI 54016 S INSTRUMENT DRAFTED BY KEVIN SAMUEL SHEET 1 OF 2 HREY ENGINEERING