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Wisconsin Department of Commerce County: —t ptnt'y Safety and Building Division PRIVATE SEWAGE SYSTEM St. Croix .. INSPECTION REPORT sanitary Permit No: 453313 0 " (ATTACH TO PERMIT) GENERAL I�V�ORM:�►TION tale Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. p 0 422q = • A Permit Holder's Name: City Village X Township Parcel Tax No: 02 fO - // 7Z - — Marek, Todd I Richmond Township 600 CST BM Elev: Ins p. BM Elev: BM D scri p tion: sec ti n own a : Ofl .D LID • O I Q uC = CST Z30* ( / Ra e p No 35.30.18. 13 9 TANK INFORMATION U ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark 1 1�e 2( I . ( CD .a Dosing �= +r Alt. BM •SZ / Aeration Bldg. Sewer 1 �l •h. n Holds g St/Ht Inlet A) I q�o2 D�• 2� St/Ht Outlet A u �• T TANK SETBACK INFORMATION 0 ct TANK TO 40 C'4 WELL BLDG. Vent to Air Intake ROAD Dt Inlet O� q / Septic • 1 Dt Bottom 1 Dosing N 21 � 1 r Header /Man. Z lab I Aeration 7 J Dist. Pipe No • 3 If Holding Bot. System [ fl• � I Fi al Grade t1 PUMP /SIPHON INFORMATION L L (Z +— — 1 •`�• -• Manufacturer Demand S Cover GPM Z -O 5.89 lo� • 34 Model Number O (� 3.6c 3.ba .o' TDH Lift ,� Friction Loss System Head P TDH Ft (•32 q (o (• Z Forcemain L ^gth ` Dia. It Dist. to Well SOIL ABSORPTION SYSTEM Width r Length 1 No. Of T.rSrreha _ c PIT DIMENSIONS No. Of Pits Inside Dia. Liquid D NSIONS S s 2 {S SETBACK SYSTEM TO P/L BLDG WELL LAKE /STREAM LEACHING Manufa er: urn INFORMATION CHAMBER OR Type Of System: 27 ' )99 U I I /() UNIT DISTRIBUTION SYSTEM C-114 • 91L Header /Manifol � Distribution It Hole Size It x Hole Spacing Vent to Air Intake Length .D� Dia h rt Length 4 I► (t_ �1 32— 24 l Length / 1 Dia � Spacing V 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/Trench Center Bed/Trench Edges Topsoil n Ed No Yes � No [] Yes �� Comm ENTS: (Include code discrepencies, persons present, etc.) V spection #_1 - 2(Jw inspectio �� Location: 1281 138th St Unknown (NE 1/4 N R 1 /4 35 T30N 8W) Sunset Hollow Lot 8 Parcel N : 35.30 .18. o 1.) Alt BM Description = f ,� i�w C& W C64. r `r S``f .J C' 4 °^ aw_ 2.) Bldg sewer length = �� ����r�p� 3 •amount of cover �. i Ifz Plan revision Required? [ Yes to o.. . *N, Use other side for additional informs 0n. SBD•6710 (R.3/97) Insepctors Signature Safety and Buildings Division County �J a , 1 201 W. Washington Ave., P.O., Box 7162 C '�"C►O�S,� Madison, WI 53707 - 7162 Sanitary Permit Number (to be filled in by Co.) De artment of Commerce (608) 266-3151 14 5-3313 Sanitary Permit Application Sate Parr LD. Number In accord with Comm 83.21, Vm Adm. Code, personal information you provide 6 LSD 7 - S . ( D, , may be used for sotroada y purposes Privacy Law, sl5.04(1xm) Project Address (if different than mailing address) L Application Information - Please Print All Information R A 61PAIQ Py owner'a Name J ij N 14 200 Lot Block P101MV Owner's Mailing Address vc i'; pedy City, Sate r tip Code Phone Number W Sextioa II. a of Building (check all that a ) �. N R E W PPS 5 _ 2 Family Dwelling - Number of Bedrooms r�4�^ w Subdivision Name M n PubliclC mnercial - Describe Use. State Owned - Describe iibe Use c3ty_ Village Township o III. Type of Permit: (Cheek only one box online A. Complete line B if applicable) A Aew System Replacement System Treatment/Holding Tank Replacement Only Other Modification to FAutmg System B • Permit Renewal Permit Revision Change of Permit Transfer to New list Previous Permit Number and Date Issued Before Expiration Plumber Owner IV. Type of POWTS System: (Check all that a pl = . SO 4=4 C 4 6 X i .w . 0 O " Non - Pressurized In- Ground / >ound a 24 in. of suitable soil Mound < 24 in. of suitable soil At -Grade Single Pass Sand Filter constructed Wedand Pressurized Ur- Ground Holding Tank Peat Filter Aembic Tteatme nt Unit Recirwlahng Sand Filter Recircula ' SyndrAc Media Filter !.!aching Chamber Drip Line Gmvel-kss Pipe Other (explain) V. tment Area Information: Design Plow (gpd) Design Soil Application Rate(gpdsl) I Dispersal Area Requited (at) . Dispersal Area Proposed (sf) S VI. Tank Info capacity in Total Number Manufacturer Prefab Site Ste!! Fiber Plastic Gallons Gallons of Units nctrte Constructed Glass . -� Tanks Tank c 13" 119 /7 �� Septic or Holdng Tardy / Aerobic Treadnent Unit L/ Dosing Chaniba VII• Res ill Statement- L the undersigned, assatne bility for installation of the Pp shown on the attacbed plam s Name (Print) Plumber's Signature MP Nunitwr Business Phone Number 2Z�.�a i /✓ =v2 68' Pl umber's Address (Street, City. State, Zip Code) VIII. Corm 1De r4ment Use Onl Approved j Sanitaryy Permit Fee (includes Groundwater Date Issued Issuing t Signature Satttps) Surcharge Fee) 35o e Owner for Denial IS IX. Conditions of Appr'ov"easons for Disapproval SYSTEM OWNER: 1 Septic tank, effluent filter and dispersal cell must all be serviced) maintained as per management plan provided by plumbef. 2. All setback requirements must be maintained as per applicable code /ordinances. Attach complete plans (to the County onty) for the system on paper not less than Un x 11 inches is aitt i i PLOT PLAN /CONVENTIONAL d Marek ADDRESS P.O. Box 228 New Richmond Wi 54017 E 1 /4S 35 /T 30 N/R 18 W TOWN Richmond COUNTY ST.CROIX VATION 9 5' DATE 6/4/04 BEDROOM 4 AT -GRADE CONVENTIONAL LIFT HOLDING TANK MOUND XXX SEPTIC TANK SIZE 1260 gallons LIFT TANK SIZE DOSE TANK SIZE 805 HOLDING TANK SIZE LOAD RATE 1.0 ABSORPTION AREA 600 # of chambers none kk BENCHMARK V.R.P. Top of 1/2" pipe ASSUME ELEVATION 100' Filter ZabelA -100 ❑ BOREHOLE O WELL *H.R.P. Same as Benchmark Pro Town Road Scale = 1/4" = 10' Well is to meet all setbacks found in Comm. A visual inspection of the property 83 showed that the slopes have a very slight depression toward the center, extra sand will be needed to compensate for this. This feature will not hinder Pro 4 Bedroom COP the performance of the system and the House upslope will be graded so that run -off does not run toward the center of the system. As you go downslope the contours straigthen out. Also, the downslope of the mound was extended Weeks ST due the restrictive horizons below the and DT 306' system. Tanks are to be Property properly bedded Line Grading is to be and provided with done to divert lockdown covers run -off away with approved from system 988-1 warning labels B.M. * AL 97 ' 961 Alt. B.M. B-2 is top of 7% Slope 1/2" pipe @ 99.3' 97.5' Area 15' below ❑ system is to remain B-3 undisturbed Property Line Safety and Buildings 4003 N KINNEY COULEE RD It commercemi.gov LA CROSSE WI 54601 -1831 + TOO * (608) 264 -8777 lepartment of C www.commerce.state.wi.us /sb sco n s i ommerce Jim Doyle, Governor Cory L. Nettles, Secretary i June 11, 2004 CUST ID No.220527 ATTN: POWTS Inspector BYRON BIRD ZONING OFFICE BYRON BIRD JR. PLUMBING, INC ST CROIX COUNTY SPIA 896 68TH AVE 1101 CARMICHAEL RD AMERY WI 54001 HUDSON WI 54016 CONDITIONAL APPROVAL Identification Numbers PLAN APPROVAL EXPIRES: 06/11/2006 Transaction ID No. 1007289 SITE: Site ID No. 684815 Todd Marek Please refer to both identification numbers, To 0TH a above, in all correspondence with the agency. Town of Richmond St Croix County NE1 /4, NE1 /4, S35, T30N, R18W Lot: 8, Subdivision: Sunset Hollow FOR: Description: Four Bedroom Mound System Object Type: POWTS Component Manual Regulated Object ID No.: 962814 Maintenance required; 600 GPD Flow rate; 35 in Soil minimum depth to limiting factor from original grade; System: Mound Component Manual - Version 2.0, SBD- 10691 -P (N.01 101), Pressure Distribution Component Manual - Version 2.0, SBD - 10706 -P (N.01 /01); Biofilter The submittal desc ri bed 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. C'OndZtIG No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06, APPIN stats. The following conditions shall be met during construction or installation and prior to occupancy or use: DEpARTMENT OF OF El General Approval Requirements: SEE CORRESI • 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). • Per manual cited above, limited activities are allowed in the area 15 feet down slope of the component area. Soil compaction, excavation, vehicular traffic and other similar activities that impact the treatment and dispersal are prohibited. • The well must be a minimum of 25 feet from any POWTS tank, and a minimum of 50 feet from the absorption area. chs. NR 811 & 812c • 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. it BYRON BIRD JR Page 2 6/11/04 • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stat • Comm 83.22(7) 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. Owner Responsibilities: • Comm 83.52 Responsibilities. The owner of a POWTS shall be responsible for ensuring that the operation and with this chapter and the approved management maintenance of the POWTS occurs in accordance p pp plan under s. g 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. 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 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 $ 175.00 Balance Due $ 0.00 Charles L Bratz POWTS Reviewer II , Integrated Services WiSMART code: 7633 (608)789 -7893 , 7:45 am - 4:30 pm Monday - Friday cbratz@commerce.state.wi.us cc: Leroy G Jansky, Wastewater Specialist, (715) 726 -2544 �� r ift sqF N ' 7 1v Cover Page Fiy4f e1,0 Byron Bird OIV Byron Bird Plumbing Inc. 1008 192nd ave New Richmond Wi 54017 715- 246 -4516 Date: 06/4/04 Owner: Todd Marek Location:NE1 /4NE1/4 S35 T30 N,R18W Lot 8 Sunset Hollow Hammond System type: Mound System Manuals Used: Mound Component Manual Version 2.0 (01/31) Pressure Distribution Manual Version 2.0 (01/31) Page# 1. Cover Page 2. Mound Plot Plan 3. Mound Cross Section 4. Pipe Cross Section /Pipe Layout 5. Pump Chamber Cross Section,�,�fy 6. Pump Curve D 7 -8. Maintance and Contigency plan COMMERCE 9 -11. Soil test Zau cs 'ONDENCE Byron Bird Jr. Signature ) License num r 220527 PLOT PLAN PROSECT Todd Marek ADDRESS P.O. Box 228 New Richmond Wi 54017 NE 1/4 NE 1/4s 35 /T 30 N/R 18 W TOWN Richmond COUNTY ST. CROIX SYSTEM ELEVATION 9 8.5' DATE 6/4/04 BEDROOM 4 CONVENTIONAL AT -GRADE CONVENTIONAL LIFT HOLDING TANK MOUND XXX SEPTIC TANK SIZE 1260 gallons LIFT TANK SIZE DOSE TANK SIZE 805 HOLDING TANK SIZE LOAD RATE 1.0 ABSORPTION AREA 600 # of chambers none BENCHMARK V.R.P. Top of 1/2" pipe ASSUME ELEVATION 100' Filter 7-abelA -100 ❑ BOREHOLE O WELL *H. R. P. Same as Benchmark Pro Town Road Scale = 1/4" = 10' Well is to meet all A visual inspection of the property setbacks found in Comm. showed that the slopes have a very 83 p rY slight depression toward the center, extra sand will be needed to compensate for this. This feature will not hinder the performance of the system and the Pro 4 Bedroom upslope will be graded so that run -off House does not run toward the center of the system. As you go downslope the contours straigthen out. Also, the downslope of the mound was extende/and ks ST due the restrictive horizons below tDT 306' system. anks are to be Property roperly bedded Line Grading is to be nd provided with done to divert ckdown covers run -off away with approved from system _ warning labels wa 9 gB 1 9 B. M. 97' 96' Alt. B.M. B-2 is top of 7% Slope 1/2" pipe @ 99.3' 97.5' Area 15' below ❑ system is to remain B-3 undisturbed Property Line Y - No .Designer Date Non -Woven Filter Fabric 4" Observation Pipe Perforated Distribution. Pipe Below Filter Fabric ASTM C -33 Sand -`o ; ' Topsoil — J r �i o E % Slope �• Force Main ��`Fiowed Bed Of ff - 2 2 From Pump Loyer Drain Rock 'P 'E I- Cress Section Of A Mound S n sin F A Bed For The A b s o r l G A Ft. ti g - 2 . Ft. I J Ft. J �l Ft. %I) Ft. L � Ft. Ft' L 4!'Observalion Pipe -� +K -___------------------------- - - - - -- 0. A -____ Force Main 0 jj ------- - - - - -- ---------- - - - - -- From Pump L Distribution Bed Of /Z Pi Drain RocK I 4 e Observation Pip'PC max Permanent Marker '6 Pipe or Rods Plan View Of Mound Using A Bed For The Absorption Area i PAGE -4F i Perforated pipe Detoii �0 i 1 End '.Yia+r �Ferlo�a�to �' . PVC P,pc Mole: EquG11d Bo1lom• E4�olt �4 Are y sO octa �I t 4 �' t `^ S c D PVC Force Main FIRST t4*LL AUXT T6 CannsC }Fon PVC Manifold Pipe S--/ O le, Ois Pipe ion Pip! Distribution Pipe Layout P Ft. CC ,e, . 7o R R. X 2 inches v ' Inches5 Signed: Hole Diameter /3 --Inch Lateral Z Inch(es) License Number: Manifold —7, Inches Date: Force Main -- Inches # of holes /pipe Invert E o f Laterals © Ft.•. _>>.1tAP Ct� di<R CROES� -SCC'• e GA, -- R.A�G- - �l�c�Si.2 YC Ai T LAP �1 C.:. rte! NMe �+�+`[� _ 1 nlfROvta VOGNtuJ6 t 1,ItnTKC/IfRDOR ' .�►agsrfptf. t.GVtR i s rite jaws jou 10Y Giu►Ot OL z m OMEN CQ1yDYtT 'P rRO� +ct t ~� wiRT�x* itot # i _ � � � Eu,/►RK O � q ' APPROV90 } # Ont /• JOtlIT3 WTH E ' Ono t.;1t....... f4' A~E fl PIPE 3 ' ONTO ALfiM! -�+. r► 1 O 0 SOLID SOIL C"GlttTi !LOCK AlICK CUT flA Atl M OW4.9 i* TMiiK MOWACTUXUR ftAS ONCM APPR V" Artie JAL 0-- st i* i�rt i�t -7 b UK --- -� ��cA Or o0ass: j +�sft iAii 'rAYlt iii: e ' br4L.i.0Ati DOSS VOL U Mi �JJ� y A611fQ M CTi =AS r' �J 1 �CLU91" "AwAff Owt �.. t1►u N "PAC a • ........Aiptt# OA iAt+AYti 0079t1 T$ aR it{R.il�s �. �i�iP ►A�RS�i r�...rr.�.i�� C A � �Mt<i OA MI.rOW �►oOtL Y{Nr1liR. _ 1 •�" D rtih et" OR "LLowl Swivel$ Tope i PYnf ASiD AtbRN% Ait)E 't'M/ ai f► i!!r►YM OIfiKAR RC�li 6r� "TAM.90 SM etr'AOAT[ 6lItC41 i VCMTttAL OtItC O�'!'wiiAi Pi1PM WV MA OlOTRliteria.i Pi/C.. 0 K�wituK NCT ltfA �Rt iiRt f + �� „ tEtT 3 ........,. resT Or V61 r�wiy x -'.�:�.:. 0lll MWM MtAO ar li't!! 7•• 4'1Il�lA6 �tPtClvfti0�ti Of "t"�1AlK: iRAtbT>k....� �,.,.'ro, iL(QL�ED �ii�'!'M`,.Ww... LiCC�.it S �HBER: ... TOTAL DYNAMIC HEAD /CAPACITY PER MINUTE HEAD CAPACITY CURVE EFFLUENT AND DEWATERING MODEL 152/153 MODEL 152 153 50 Feet Meters GoL I Liters Gal. Liters 5 1 69 1 261 77 291 153 10 3.1 61 231 70 265 12 40 152 I 15 4.6 53 201 61 231 °a ( L0 6 44 167 52 I 197 = 30 25 7.6 34 129 42 159 U a S 30 9.1 23 87 33 125 , o ' 35 1 0.7 - -- 22 85 20 �40 12 2 �- - T- - 11 42 o r 4 Lcck VOive: 38.0_'_(11.6 44.0 Ft- (13-445) wasps 10 0 20 0 �60 80 100 � gp 160 I�40 320 - � 27/32- �I--- --�� -a 5/5 Q h S 1 � FLOW PER MINUTE 3 27/32 CONSULT FACTORY FOR SPECIAL APPLICA IONS ® 3 27/32 • Timed dosing panels available. 6 Electrical alternators, for duplex systems, are available and supplied with an alarm. I • controlling single phase Variable level control switches are available for systems. I • Double piggyback variable level float switches are available for variable level long and short cycle controls. • Sealed Qwik -Box available for outdoor installations. See FM1420. • Over 130 ° F. (54 °C.) special quotation required. 12 1/8 1„ 1521153 Series ' I I 1521153 MODELS Control Selection 5 1/8 lex Model voits•Ph Mode A mps _ Simlex — Du or 3 N152 115 1 Non 8.5 1 SK20 BN152 115 1 Auto 8.5 Included 2 or 3 E152 230 1 Non 4.3 1 2 or 3 BE 552 230 1 Auto 4.3 Included 2 or 3 N153 115 1 Non 10.5 1 2or3 SELECTION GUIDE BN153 115 1 Auto 10.5 Included 2 or 3 E153 230 1 Non 5.3 1 2 or 3 1. Single piggyback variable level float switch or double piggyback variable level float BE753 230 1 Auto 5.3 Included 2 or 3 switch. Refer to FM0411. O CAUTION 2. See FM0712 for correct model of Electrical Alternator E - Pak. All installation of controls, protection devices and wiring should be done by a qualified 3. Variable level control switch 10 - 0225 used as a control activator, specify duplex (3) licensed electrician. All electrical and safety codes should be followed including the most or (4) float system. recent National Electric Code (NEC) and the occupational Safety and Health Act (OSHA). RESERVE POWERED DESIGN For unusual conditions a reserve Safety factor is engineered into the design of every Zoeller pump. MAIL TO: P,O, BOX 16347 Louisville, KY 40256 -0347 Manufacturers of. . �. SHIP TO: 3649 Cane Run Road Louisville, KY 40211 - 1961 QKWVTY9!/MP S WCE 19171 p Y F s (502) 778 -2731. 1 (800) 928 -PUMP http://www.zoeller.com PUMP Im. FAX (502) 774 -3624 © Copyright 2000 Zoeller Co. All rights reserved. ENT PLAN Page � — • OWN ER'S MANUAL & S IpICATIONS QOWTS SYSTEM IX ai � Septic Tank CaP acty NIA FILE INFOPUILAT fYt L $optic Tank Manu{acxutet DNA owr Filter Manufacturer Effluent v Permiti�., � � 13 NA Effluent Fitter Model $ at 13 NA DESIGN PARAMETERS NA V C) Number of Bedrs F�.7 CaPacKy 0 NA Dicta! Units Manufacturer t] NA Number of Comm `- f L,,-!2 aYda Es6ma� flow (avwge (Estimated x 1.5) �66 ail l 1� (S ❑ NA NA Design flaw (p�� c) alld t Unit r ❑Peat Fitte Soli App ' Rate Monthly average v� f p Wetland Influettt/EffluOn S30 mg p Mecal Aeratl°n' 0 Other. ta p U & Grease BODE 5220 mg C3 Disinfection Biochemical oxygen Demand ( SS 5150 m 2 Manufacturer .r.01 Suspended Solids {T ] average« Dispersal Celi(s] (,,.ground (pressurized) monthly [3 In�round (gravy' ound Pr�etraaasd E ffl ue nt Qual'dY (SO S30 m9n O At gradether B',octtemical Suspe nded SOti�ds( (TSS) 5 n ' Dn �anwastewater.na 0 mg ine Total Suspe mean) 51 ctu /l �ml values typica for domes anon- oot�'� Fecal Coliform (g y$ inch diameter "05c, tan effluent „ Maximum Effluent Particle Size .� values typ for Pretreated Service Frequency MAINTENANCE SCHEDULE r(s) (Maximum 3 yrs.) C3 rnon Service Event At Least once every of tank volume When combined sludge and scum equals one -third (�) ,,,sped condition of tank(s) ears) (Maximum 3 yrs.) tanks) At least once every J — s) months Pump out cements of ❑months ar( dispersal cells) At least once every s) O NA inspect °� ❑ months Clean affluent filter niro ls 8 alarm O months At least once every ear(s) p NA � Insped Pump, Pump pO At least once every C 3 months C► years) 0 NA Flush laterals and Pressure tee t At roast once every months � year ❑ NA Other At least once every t7 Other licenses or n one of the following MAI�pNCE INSTRUCTIONS an individuals IngsPector. PoverS iuialntainer, Septage Lis shall be made c Sewer missing or broken inspections of Wits and disper�t `� on of the tanks) to identify any for any back up ns: Master Plumber Master Plumber Res tricted a and scum and to check ns must include a visual inspecti the effluent levels cerr"tio tor, Tank inspect asure sludg Inspe e ffluent on the opefa ks me the volume of oombir hall be I of effi Servicing ope rator. or lea e dispersal ce11(s) s rface The pond n9 We any . The grou su auth urface rou utatory hardw�a groun s On the g 1 or pending of effluent on the grow for any po nding of effluent lion of the local reg in the observatl� pipes and to check cen dition and requires the immediate ne4h,r may indicate a failing k eq ual one- tf�ird ( 3) or more of the tank volume. . ground surface m in any tar► eq S ed of in a ccordance with cl'• NR s ludg e and -=- Operator and disposed When the combined accumulation of move by a Septage Servicing p entire oantents of the tank shall be removed fet�R,ent components, and any e Code co mponents. P S Maintainer. W m WT 113, yylscortsin Admin,stra an9ca! or pressurized ppWTS ao P �,ined by a �rtifted PO any of effluent filters, meth of comPienon of service event The servicing tervals of 12 months or less sMh�ln 0 other maintenance or monitoring at in report sha0 -be provided the local fegulatocy authority p roducts or other A serA* fesence Of painting p � 77oN �eatment tankts) for � P if hig conoentmh0ns are RA OPE S check. 11 s . g STARTUP A � POYy'f d►s eclat ee of the P use a e am se. • p, 'or t0 s and/or d 9 for nor to u For new oonstN m i the treatment proses b a septage servicing opera P chemicals that may removed y detected have the contents of the tank(s) f at the infiltrative surface. '~ ,-conditions are fro i restored the excess snail not occur when above noMI hx3hvrater levels. When P the oeti(g) and may result in the System start UP tray 01 abo to one large dose. overloading removed by a ou tages ave the I pump tanks rsal ca ll( s) • of the Pun'p tank OVYTS Maintainer to During t e< tie discharged m the d'sp?O avoid this situation h o contact s Plumbe< Wastewate astewat " Will w prw.tD �ce d • rge of e1`ft !�!t• In dyer to the effluent Pump . in the Pump ta Of a Serv i c ing OPelo � finis to restore normal levels with umP 'ear pa rk over, or o ti�efwise disturb or compact Sep n the p t dnv Pa v ti g Oo no P� veils. as sist in manuaitY over tanks and dtsPe+t lion area. p not drive or park vehed� of any mound or at soil abso�rp cave the perfcrrnanCe and prolong the life ,i j5 feet down slope a wastewater stream may imps dental floss; dampers; the area Ong from th S. cotton swabs: deg •. herbiddes; treat loll ms I lion of the butts; condo. asotine; grease, iota tie s Reduo� ion or etun eiable peeling , g � � brine. of the POVYTS: antibiotics; baby ' P P� "der fruit and veg s; an d water disinfectants: fat: foundation drain {roduets; all pesticides; sanitary napkins: tampon sr raps_ ins ; oil: painting p sha t W taken to insure that the ENT n taken out of service the following teps s in AdminLstraWe Code Whe°the POWTS fits and/or is Permane dY Comm 83.33, seated• abandoned In co mpliance with ch_ ope nings system is proper �d safely disconnected and the abandoned pst�y a Sept>39e $ervicing Operator. to tanks and pits snob moved and property dispo d the void space 1 in II be re c o vers removed an A ll pi ha r o i P its s >fitei d d or . The contents of a ll tonics an b Shall be excavated and remove After pumptng� all tanks 'and P fitted with soil, gravel or another inert solid material ails a •n measures have been, or must be taken, to provide a code PLAN fotiowt g Y e CONTtNGENC cannot be rePaue a n 'on: f a replacement soil o f e locatt If the POWT'S system= be utilized for the coon and should not n evaluated and may disturbance and compaction compliant replacement has been ed from di wells. Failure to ment area s hould be protect t lines and • A suibble replace to ,,cement area. sho and proposed strut ufe• to m. The P xistin P absorption syste c�cs from e 9 u n by required Selina n tfia need for a new soil and site ev alu at i on to establish a suitable be infringed Po .0 result ► rules in effect at that time. pOVI(TS nt area vfi com ply with the advances to the r e p laceme nt ms must co P Y sons. Snoring protect m P R sYsLe replacement area- is not available due to setback r repllaceth (failed POWTS_ A suitable replacement area a installed as a last resort to rep U n failure of the POWTS a soil -and • a holding tank may b techy to identify a su itable replacement area Po re lacement area is available a nolog e site has not been evaluated to 10 I a suitable replacement area. - no p be sole evaluation mute 2 last resort to replace the failed POVYTSce wing following removal of the biomat at holding tank may systems may be reconstructed i i R w ith the pies In effect at that time. J nd and at -grade soII abso ns of such systems the infiltrative surfa must comply o'�e' Recon INSU Y CONTAIN LETHAL GASSES AH STANCESO TH FWAY <cYYARNIN ©' 1 AKEKT TANKS TMENT K MAY TANK UNDER ANY CIRCUM PUMP AND OTHER TRFJ► DO NOT ENTER A SCEPTIC, PUMP OR OTHER T RESULT.. RESCUE OF A PERS ON FROM THE IIyr•ERIOR OF A TAN SE DI FFICULT OR lMPOSS! SEPTIC, ADDITIONAL COMMENTS POVYTS Mp(NT'AINfR POWTS INSTALLER Name - , tz�.L+^� � r' r Name Phone i) — Z l LOCAL REGULATORY AUTHORITY , SEPTAGE SEMCiNG OPERATOR PUMPER Agency Name !K- Phone %1 J -7 , Phone ;> �.� �� and Sanitation agendas• This doatment meow stafEa of the Green Lake. Marquette and Waushara County Zoning men, does not This document was drafted b y and 83.S+t(1), (2) (3). Wisa7nsin AdmiNs� a Use of this doeu GMT' (?101) me rninin+ue+ mQ u - ,rements of CtL Comm 83. tb}(tXd?�(fl guarantee the performance of the povv'rs- RECEIVE[ 1377 Wisconsin Department of Com erce SOI� EVALUATION REPORT P age I of 3 nl� A'N Division of Safety and Building NOV i o withomm 85, Wis. Adm. Code Steel Soil Service County Attach complete site plan papa I�,qq R ,f <17�1 Chas in e. Plan must St. Croix include, but not limited to: rtical an 151 point (B ), direction and percent slope, scale or dim nce to nearest road. Parcel I.D. Pending Please print all information. eviewe Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). 9 Property Owner Property Location R.J.C. Development, Inc. Govt. Lot na NE 1/4 NE 1/4 S 35 T 30 N R 18 W Property Owner's Mailing Address Lot # Bl Subd. Name or CSM# 1868 CT Hwy " C " 8 Sunse t Hollow City State Zip Code Phone Number City _j Village e Town Nearest Road Somerset I WI 1 54025 651 -488 -3051 Richmond 1 140Th St. New Construction Use: Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD J Replacement J Public or commercial - Describe: Parent material Benches and large drainageways of ground moraines. Flood plain elevation, if applicable na General comments and recommendations: Mound design, system elevation 98.58ft based on contour line elevation 97.50ft. Minimum "of ASTM hors w�_ C33Qand.rZi C am Ski /� >LtlLUQ�£�4 le It b��, ❑ g Boring Boring # � Pit Ground Surface elev. 98.00 fl. Depth to limiting factor 23 0 • Soil Application Rate n Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots � GPD/ft x in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Eff#1 Eff#2 1 0 -10 10yr3/2 none sl 2msbk mfr cs 2f .5 .9 2 10 -23 10yr4/4 none sci 2msbk mfr gw 1f .4 .6 3 23 -36 5yr4/4 none scl om dfr gw na .0 .0 4 36 -60 5yr4/4 none sl /scl om mfr na na .0 .0 2 Boring # I Boring 1/ 101 Pit Ground Surface elev. 98.00 ft. Depth to limiting factor 35 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. " Eff#1 I "Eff#2 1 0 -9 10yr3/1 none sit 2msbk mfr cs 2f .5 .8 2 9 -19 10yr4/4 none sl 2msbk mfr gw 1f .5 .9 3 19 -35 5yr4/4 none scl om dfr cs na .0 .0 Y Y 4 35 -48 10 r8/2 c2d 7.5 r5/6 andston residuum mfr na na .0 .0 Effluent #1 = BOD 30 < 220 mg /L and TSS >30 < 150 mg /L " Effluent #2 = BOD <_30 mg /L and TSS < 30 mg /L CST Name (Please Print) ture: CST Number David J. Steel t 248956 Address Steel Soil Service Date Evaluation Conducted Telephone Number 1564 CR GG, New Richmond, WI 54017 11/10/2003 715 - 246 -5085 ST CROIX COUNTY SEPTIC ENANCE AGREEMENT OWNERSHIP CERTIFICATION FORM 0 Owner/Buyer Address Mailing 441 Address a D e p artment for new construction) Property (Verification required from P l a nning eP parcel Identification Number City /State — �A, L. IPTION�� LEGA DESCR n� " / -J� 1 /., Sec - T Property Locatio Lot # �. Subdivision Volume Page # Certified Survey Map'o 6 o 7- Volume 2 – `�-� Page # Warranty Deed #° Lot lines identifiab� ❑ no Spec ho YeS 0 no YSTEM �nvTENANCE s tic system could result in its prematuie failure to handle wastes. Proper maintenance S of your eF a licensed pumper- What you put into the system Improper use and maintenance every or sooner, of needed by in cut the septic tank eve three years a in the waste disposal sy stem. consists of pump g as a treatment stag can affect the function. of the septic tank signe by the owner and by a t to St Croix Zoning DepartmeIIt a certification form, sign oral system owner agrees to submi er verifying that (1) the on -site wastewaterdisp The property lumber or a licensedpump the septic tank is less than 1/3 full of sludge. masterplumber,.]o��plurr' restrictedp ection and pumping (if necessary), is in proper operating condition and/or (2) a$er insp stem with the standards agree to maintain the Private sewage disposal sy stem ed have read the above re quirements and agr Resources, State of Wisconsin Cerication Uwe, the undersign t of Commerce and the Department of Natural Zoning Office within 30 h. herein, as set by the Depar tmen eturned to the set fort St. Croix County stating that your septic syst been maintained must be comp leted and r days of a year exp' on date. 4 DATE NA:l'[JRE O LICANT OVER CERTIFICATION our) knowledge. I (we) am (are) the owner(s) of the I (we) certify that a staterae of a watTantY deed recorded in Register of Deeds Office. the grope cribed , by virtue DATE SI NAT[JRE APPLICANT D e p artment- ' rePresented result in the sanitary Pent being revoked by the Zoning p pre information that is mis- «* Include with this application: a stampe d warranty deed from the ReB eference l is mad in Ti ce the warranty deed if a copy of the certified survey map I U, 2569 P 607 • STATE BAR OF WISCONSIN FORM 2 - 1999 KATHLEEN H. NALSH WARRANTY DEED REGISTER OF DEEDS Document Number ST. CROIX CO., VI RECEIVED FOR RECORD This Deed, made between RJC Development, Inc. — 05/05/2004 09:30A11 Grantor, and Todd Marek WARRANTY DEED Grantee. EXOPT # Grantor, for a valuable consideration, conveys and warrants to Grantee REC FEE: 11.00 the following described real estate in St. Croix County, State of Wisconsin TRANS FEE: 546.09 (if more spac s needed, please attach addendum): COPY FEE: Lots 2, 3, 7 11, Sunset Hollow. St. Croix County, Wisconsin. CC FEE: PAGES: i Recording Area Name and Return Address KRis - nlsaA OGLAND ATTORNEY AT LAIN P.O. EOX 353 HUDSON, VVI 54016 Part of: 026 -1099- 10-000 Parcel Identification Number (PIN) This is not homestead property (is) (is not) Exceptions to warranties: Easements, restrictions and rights -of -way of record, if any. Dated thi day of May , 2004 RJC Development, Inc. - J * By: Roberta J. Car n AUTHENTICATION ACKNOWLEDGMENT Signature(s) RJC Developm Inc. _ _ STATE OF By: Roberta J. Carlson ) ss. County ) authenticated this F day of May _ 2004 Personally came before me this _ _ _ day of the above named * Kristina Ogland TITLE: MEMBER STATE BAR OF WISCONSIN (If not, to me known to be the person(s) who executed the foregoing authorized by § 706.06, Wis. Slats.) instrument and acknowledged the same. THIS INSTRUMENT WAS DRAFTED BY Attorney Kristina Ogland Hudson, WI 54016 Notary Public, State of My Commission is permanent. (If not, state expiration date: (Signatures may be authenticated or acknowledged. Both are not necessary.) ) * Names of persons signing in any capacity must be typed or printed below their signature. Information Professionals Co., Fond du Lac, WI STATE BAR OF WISCONSIN 800- 655 -2021 WARRANTY DEED FORM No. 2 -1999 A.- lk.� • g 79,060 sq. ft. -- 275.00' 1.81 ocres 0 a , n Laa-10210' v I ° p N N N N S89'49'1 5 "E 288.24' Z c o LOT 7 0 0 'cord o 0 D. °° 74, 2 51 sq. ft. ° 0 0 76 I v 1.70 ocres N rn foot) v' Z O N S89'49'1 5 "E N o 0 LOT O: 1-4 275.00' L4 o 79, 319 sq. ft. 0 190.00' 190.00' ' C a^' 1.82 ocres i z -P I> Q S89'49'1 5 "E 288.63' v I LOT 8 LOT 9 ., 851 sq. ft. Z 78, 851 sq. ft. J D J 1. res 0 1.81 ocres Iz a Ul OD I � 00 O K O I I 0 UA io LOT4 I� p 79, 426 sq. ft. p 1 " x ° 1.82 acres ° ......................... I I — N89649'15 "W– 33' 3.3 190.00' 190.00' 289.02' N89'49'15 "W - 128TH- A VENUE- - - t 230.00' -°', S89'49'1 5 "E 935.12' wOOyo'4sT 00 29.59 230.00' 230.00' ' � � � 0 1'.���• I I .. ............................................................ ............................... . Z 1� o r LOTM Z a N 121 901 sq. ft. L „ ° o w co w I 2.80 acres o ° LOT I6 0� L.e.Q -99x0' °° � LOT 121,901 sq. L4 f i 35' 2.80 ocres 3 s ...... . ...... . ... . .. . .... ........ ... .... .... . . .... .... .. . .. 4,� n (A o r ■ -0 n / � $V7! k % ƒ 7 ( ƒ 0 e , E k & § s ƒ ? i \ § / � o Q } - o _ 2 I § i % k \ ) \ 2 2 2@! q \. 0§ t ■ a E K 8 E = ra g § § 0 ■ k w v> E A (D (a C e Z \ 2 C a 9 \ / a \ 2 q S �n G C @ z d \ ° d R } \ n r ■ 2 2 % (cf 0 g � k 0 0 = o . - 0 0 0 / j � 2 ■ ■ ■ o OD Cl) � J / B §$2§ I . % q ( > > 0 . o I / ri CD � m k R Oro 0 k � 0 CD T \ 7 d m CD 0 z o j 7 » z j % : w CD CL - > CD § � §�k -n �-< z % /AA \ � »i � � 2§ � k# \ \ - « � � k C % § » D $ / o } � � � o - CD \ 8 ( j I Parcel #: 026- 1172 -08 -000 03/10/2010 09:01 AM PAGE 1 OF 1 Alt. Parcel M 35.30.18.1369 026 - TOWN OF RICHMOND Current ❑X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type # of Units 04/27/2004 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co -Owner O - CORK, ALLEN G & AMY L ALLEN G & AMY L CORK 1281 138TH ST NEW RICHMOND WI 54017 Districts: SC = School SP = Special Property Address(es): "= Primary Type Dist # Description " 1281 138TH ST SC 3962 NEW RICHMOND SP 8020 UPPER WILLOW REHAB DIST SP 1700 WITC Legal Description: Acres: 1.810 Plat: 10- 002 - SUNSET HOLLOW 026 -04 LOTS 1/17 SEC 35 T30N R18W PT NE NE BEING SUNSET Block/Condo Bldg: LOT 08 HOLLOW ('04) LOT 8 (1.810AC) Tract(s): (Sec- Twn -Rng 401/4 1601/4) 35- 30N -18W NE NE Notes: Parcel History: Date Doc # Vol /Page Type 01/12/2005 784845 2730/275 WD 08/19/2004 772135 2640/621 WD 05/05/2004 761627 2564/607 WD 01/16/2004 751924 2493/129 WD more 2010 SUMMARY Bill #: Fair Market Value: Assessed with: 0 Valuations: Last Changed: 09/09/2008 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 1.810 47,200 266,200 313,400 NO Totals for 2010: General Property 1.810 47,200 266,200 313,400 Woodland 0.000 0 0 Totals for 2009: General Property 1.810 47,200 266,200 313,400 Woodland 0.000 0 0 Lottery Credit: Claim Count: 1 Certification Date: 09/08/2005 Batch M 05 -8 Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 ST COUTqTy PLANNING & ZONING . August 6, 2008 Allen Cork 1281 138 Street New Richmond, WI 54017 RE: Landscape structure within the structure setback Code Administration Dear Mr. Cork, 715 - 386 -4680 I have reviewed the plans you sent to me regarding the landscape structure that Land Information you would like to have built on your property. The landscape structure is designed Planning to be built within the structure setback of public roads 138 Street and 128 715 - 386 -4674 p Avenue. All project requests are required to follow Ordinance requirements. The Y Real Property St. Croix Count Ordinance Section 17.60 5. reads: 715 - 386 -4677 Recycling 1. STRUCTURES PERMITTED WITHIN SETBACK LINES 715- 386 -4675 a. If the Zoning Administrator, in conjunction with the St. Croix County Highway Department, determines that the road's line of sight is not impaired, then structures and signs may be placed between the setback line and the right -of- way on all highways and roads as follows: 1 Open fences. 2) Parking lots located a minimum of 20 feet from the established highway or road right -of -way. 3) Telecommunication and power transmission poles and lines and microwave radio relay structures, together with all appurtenances thereto that are readily removable as a unit, including public utility equipment housing or structures. 4) Wells, septic tanks, and drainfield dispersal cells. 5) Landscaping, retaining walls and utility structures that do not obstruct the line of sight. 6) Nonpermanent structures less than 35 square feet. 7) Frontage and service roads constructed according to plans approved by the jurisdiction having authority over the highway or road. 8) Signs, but only as allowed under (§ 17.65 REGULATING SIGNS) landscaping structures under certa in Section 17.60 5.a.5 specifically allows p Y conditions. I have sent your request to the St. Croix County Highway Department for review. The Highway Department does not see any safety issues with the proposed plans as submitted. The Planning and Zoning Department has also reviewed the plans and does not see any safety issues with the proposed plans as submitted. ST. CROIX COUNTY GOVERNMENT CENTER 1 10 1 CARMICHAEL ROAD, HUDSON, Wi 54016 715 - 386 -4686 FAX Since this Department in conjunction with the Highway Department has determined that this project will not cause any safety concerns according to the plans that were submitted, this project will meet the criteria of Section 17.60 5.a. of the Ordinance. Please contact the Town of Richmond for any building permits that may be required. If you have any questions please feel free to contact me. Sincerely, Kevin Grabau Code Administrator ST. CROIX COUNTY GOVERNMENT CENTER 1 101 CARMICHAEL ROAD, HUDSON, W1 54016 715386 -4686 FAX RECEIVED 1377 Wisconsin Department of Com erce q (� SOI EVALUATION REPORT Page I of 3 Division of Safety and Building N 0 V inleEoAl with omm 85, Wis. Adm. Code Steel Soil Service County Attach complete site plan papa I�RR$3£1<l1�Jitltihes in e. Plan must St. Croix include, but not limited to: rtical an point (B ), direction and parcel I.D. percent slope, scale or dim tance to nearest road. Pending Please print all information. eviewe Date Personal information you provide may be used for secondary purposes (Privacy taw, s. 15.04 (1) (m)). 9 Property Owner Property Location R.J.C. Development, Inc. Govt. Lot na NE 1/4 NE 1/4 S 35 T 30 N R 18 W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 1868 CT Hwy " C " 8 na Sunset Hollow City State Zip Code Phone Number Jf City _J Village y_ 1 Town Nearest Road Somerset WI 1 54025 1 651 -488 -3051 Richmond 1 140Th St. 16 New Construction Use: 0 Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement _I Public or commercial - Describe Parent material Benches and large drainageways of ground moraines. Flood plain elevation, if applicable na General comments and recommendations: Mound design, system elevation 98.58ft based on contour line elevation 97.50ft. Minimum "of ASTM Dior: a-/ „C33 sand. C ��i /� -�rJ7NQ�d � r� btu Ri � Boring # J Boring 0 f� Pit Ground Surface elev. 98.00 ft. Depth to limiting factor 23 in` Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Ef1#1 I *Eff#2 1 0 -10 10yr3/2 none sl 2msbk mfr cs 2f .5 .9 2 10 -23 10yr4/4 none scl 2msbk mfr gw 1f .4 .6 3 23 -36 5yr4/4 none scl om dfr gw na .0 .0 4 36 -60 5yr4/4 none sl /scl om mfr na na .0 .0 Boring # I Boring ✓J Pit Ground Surface elev. 98.00 ft. Depth to limiting factor 35 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0 -9 10yr3/1 none sit 2msbk mfr cs 2f .5 .8 2 9 -19 10yr4/4 none sl 2msbk mfr gw 1f .5 .9 3 19 -35 5yr4/4 none scl om dfr cs na .0 .0 4 35-48 10yr8/2 c2d 7.5yr5/6 Eandstone residuum mfr na na .0 .0 * Effluent #1 = BOD 30 < 220 mg /L and TSS >30 < 150 mg /L * Effluent #2 = BOD < 30 mg /L and TSS < mg /L CST Name (Please Print) ture: CST Number David J. Steel 248956 Address Steel Soil Service Date Evaluation Conducted Telephone Number 1564 CR GG, New Richmond, WI 54017 11/10/2003 715 - 246 -5085 Property Owner R.I.C. Development, Inc. Parcel ID # Pending Page 2 of 3 3] Boring # I Boring 1N/ Pit Ground Surface elev. 95.70 ft. Depth to limiting factor 36 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0 -14 10yr3/1 none sl 2msbk mfr gw 2f .5 .9 2 14 -24 10yr4/4 none sl 2msbk mfr gw 1vf .5 .9 3 24 -36 10yr4/4 none scl 2msbk mfr cs na .4 .6 4 36 -50 10yr8/2 c2d 7.5yr5/6 ;andstoni residuum mfr na na .0 .0 F-1 Boring # J Boring J Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 ❑ Boring # I Boring J Pit Ground Surface elev. ft. Depth to limiting factor in. FSoill Application Rate Horizon I Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 * Effluent #1 = BOD? 30 < 220 mg /L and TSS >30 < 150 mg /L * Effluent #2 = BOD 1E.30 mg /L and TSS <30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608- 266 -3151 or TTY 608 - 264 -8777. a l� � ry. Page 3 of 3 STEEL'S SOIL SERVICE INC. David J. Steel 1564 Cty Rd GG CST - POWTSM RJC Development Co. New Richmond,WI 54017 Lic. #248956 NE1 /4,NE1 /4,S35,T30N,R18W Bus.(715) 246 -6200 Town of Richmond, St. Croix Co. Fax.(715) 246 -9372 Sunset Hollow, Lot 8 This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. The location of this test may or may not be as shown, as permanent lot lines were not established at the time the soil test was conducted. Legend 1 " =40' ♦ =Benchmark Ele. 100.00Ft Top of 1/2" pvc pipe • = Alt Benchmark Ele. 99.3OFt Top of 1/2" pvc pipe ❑ = Borings Boring Elevations B 1 = 98.00Ft B2 = 98.00Ft B3 = 95.7OFt B4 = OO.00Ft r3 flu v 3 T4, 51 S' is � Y\o 4 60 Cs( r b REA lib 11 1� \ 71 sq. ft. o \ \ N.B.A ; = \ �0 11 'o \ 72 954 s . ft. \ N V o 1.63 acres N 9 \ acres: \ 1 I I r '1 I I I j\ Joint Driveway I I / I ► ` \ \ \ \ Easement 275' I LOT 11 / 76 251 s I - 1 - 74, 251 s . , ft. \ `�' h 1 1.75 acres: N 9 N.B.A. I \ 1- 70 acres\ \\ 72, 928 sq. "ft. \ _ 11.67 acres: \ ' \ .� n 00 l \ _ 275 305' \' 190' \ \ 190' — \ 260"\ 00 (j) i I FZ1 IN, LL �,G�T 8 r h LOT 9 �L'Q�`�j0 \ i ' N - 78, 851 sq. ft_ `� _ 78, 851 sq. ft. �' �83, 001 sq. ft.\ 1 ao - Q. \ \ \ \. 81 acres '1.81 acres 1.91 acres 0 o \ F —200'- 33' ffiO Vr ED — — — 1 VENUE ,- -- �---�- ' 230' ---� 230' 245' X 3,3' - �, % i I i I