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042-1016-80-200
Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 572899 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: Personal information you provide may be used for secondary purposes[Privacy Law,s.15.04(1)(m)]. Permit Holders Name: City Village X Township Parcel Tax No: Johnson, Luke&Amber I Warren, Town of 042-1016-80-200 CST BM Elev: Insp.BM Elev: BM Description: � � ection/Town/Range/Map No: OZ,70 /` (411 tiNl� ('�r � G 07.29.19.101A 30 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark wi�se !6oa tiar &K F,llaK e5- /pill 1'Z•84 <°Z'7D Dosing Alt. BM Aeration Bldg.Sewer J�3 5•'0/I� /���� Holding St/Ht Inlet ll3• 70M lad. Q TANK SETBACK INFORMATION St/Ht Outlet /1Z?o TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic y )/� Dt Bottom Dosing (l Header/Man. 1l210 Y40 X03.70 Aeration Dist.Pipe Holding Bot.System f 10,0.30 O Final Grade PUMP/SIPHON INFORMATION 6WV of Gl/ llZ•g0 D Manufacturer Demand St Cover n GPM me•bD Model Number //J.7.5.g2s<2 1oS,673 TDH Lift Friction Loss System Head DH Ft / (,.ao�c l/Z 30 7 9� /o Y.Yo Forcemain Length Dia. Dist.to Well SOIL ABSORPTION SYSTEM yS� /n/�JSr lGE o� xlaS' �qAl i�w BEDITRENCH Width Length No.Of Trenches PIT DIMENSIONS No.Of Pits Inside Dia. Liquid Depth DIMENSIONS y,/� SETBACK SYSTEM TO ! P/L JBLDG IWELL LAKE/STREAM LEACHING Manufacturer: ,gyp INFORMATION CHAMBER OR - Type Of System: a UNIT Model Number: DISTRIBUTION SYSTEM Header/Manifold Distribution x Hole Size x Hole Spacing Vent to Air Intake ,J r Pipes) Length Dia ! Length Dia Spacing /� SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only Depth Over a Depth Over xx Depth of xx Seeded/Sodded xx Mulched Bed/Trench Center Bedrrrench Edges Topsoil 3 rj Ed Yes kfl No 0 Yes D No COMMENTS: (Include code discrepencies,persons present,etc.) Inspection#1:.5— / /9 /f,� Inspection#2: Location: 940 107th Ave Roberts,WI 54023(NE 1/4 NW 1/4 7 T29N RI 9W) NA Lot 2 Parcel No: 17.29.19.101A 30 � �>� ly 1.)Alt BM Description= Told 56„1y4 v 2.)Bldg sewer length= /'Jr b�• ^� aK' amount of cover= ! Plan revision Required? ��� Yes No Use other side for additional information. SBD-6710(R.3/97) Date Insepctor's Signature Cert.No. t. o it Ld Industry Services Division County f�`.` .j r G//C/x � � °'`° ,its 1400 E Washington Ave %s . , �`� P.O.Box 7162 ,Sanitary Permit Number(to be filled in by Co.) I ' P Q L ''C Madiso WI 5370-7 le .- ., State Transaction Numller Cary Permit Apptcation /'( I� In accordance with SP 'i1(2),Wis.Adm.Code,submission of this form to the appropriate governmental unit is required prior to ob fining a sanitary permit.Note:Application forms for state-owned POWTS are submitted to Project Address(if different than mailing address) the Department of Safety and Professional Services.Personal information you provide may be used for secondary purposes in accordance with the Privacy Law.s.15.04(I Xm),Stats. �L�D�Q 7 rd Ads:I. Application Information-Please Print All Information Property Owner's Name 0 Parcel# 0141- I b)lo BC-ZD LUKE )1' /iii f4'E/L -r Nn1 se•v property Location Property Owner's Mailing Address y/ b I p--'30) /"v/� D. Govt Lot f 7 ///4L L Ate D 'A, Section 7 City,State Zip Code Phone Number We 1/2, N 4/ ' (circle orte Iii jaw/, id-r 9060 2 T �9 N; It /9(circle II.Type of Building(check all that apply) a Lot i � Subdivision Name VI or 2 Family Dwelling-Number of Bedrooms I 3 ��✓S P Bi, k# (1),›//''4,. �/ ❑Public/Commercial-Describe Use / : Y-� o1 Yo CSM Number of ❑State Owned-Describe Use U t/ (g Town of. L✓R SW• 2 ri ' 6n) ceLLS ) (., ( a r 'acs. �5 u- non) Type of Permit (Check only one box on line A Complete line B if applicable) A- VI New ❑Replacement System ❑Treatment/Holding Tank Replacement Only ❑Other Modification to Existing System(explain) 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 System/Component/Device: (Check all that apply) �� (46,g(Non-Pressurized In-Ground ❑Pressurized In-Ground ❑At-Grade ❑Mound_>24 in.of suitable soil ❑Mound<24 in.of suitable sJi-3 ,x ❑Pretreatment Device(explain) o ding Tank ❑Otnt Area Information:Component(explain) jr�0��� ��' V.Dis+ersal(Treatment Area Information: Dispersal Area proposed(sf) System Elevation/✓ v Design Flow(gpd) Design Soil Application�Rate(gpdsf) I Dispersal Area Required(sf) 9 a ✓ 98•s/ '5'9 / Capacity in Total It of Manufacturer VI.Tank Info Gallons Gallons Units g Nev Tanks Fasting Tan w ��s/L %' / o � V 1_ 3 aU � y c:C, e. Septic or H' lia5-Dak /COO _. 0O. / , ES£/t L4nleiuur( ig2--INIIII Dosing Chamber VII.Responsibility Statement-I,the undersigned,assume responsibility for installation of the POINTS P the b�attached plans. phone Nrmrl>� Plumber's Name(Print) Plumber' /c'�//c-`� --�oN� �E'z,eE /lam 073/34/4 745- 472-524 6 Plumber's Address(Street,City,State,Zip Code) /V G a 98 ...<r. A/4/x ?5 4QA4,o, L/2 .5"q734 VIII.County/De,:rtment Use Only Dace Issued issuing A t Permit Fee J I ��� 1 �l proved rov 1 $/y� 1 1 caner Given Reason for Denial i / / U �� IX.Conditions of App 1 �;sapproval / (vim. burl,/ T i_. is "iT y , 1.Septic tank,effluent filter and (f o �(�Ad G�1S�Vi�/' � dispersal cell must b�serviced/maintained nap i' /d,DD o ��Z as per management plan provided by plumber. Y� U/,� Land / i�� �e/M�� /✓1 2.All setback requirements must be maintained IIVJJ Lei V ubmittotheCotmtyonlyonpa, rnoti tbgnSInxItineb iusizeoVe✓% isfi/I, , a �,5-7r:u nnwu8,.,K.:,rr•tl•iuri y /l 0✓e(Gut (CJJ 11 ut it , j- r -� 5 5 e1bacA 0 5 -I„JC�1a�d "bo�ndaLry, SBD-6395(IL 08/14) �ry` �n la,n d i a 'j �ti`Caw, \ k D \ \ s X k n CA II \ q't I A ` Z tr titl F T I1 :o O A 4, O -e. e\ II /Z m n I C N o1" ^ 1 L sk s, � Z vu MR-cz to v n e 1 0 7 ka N N X k AN N. NI '^ 61 "‘z I. a % w Iv V O a r" I\ A is st 0 " l' o "V..) H �J - O rt ^O W 7 (� t\ t v �, '•a •.. �_ > iLEnjLEnemr t •l ® �, i � AA" ' T a 1w 1 ii O °� a o E� I . r�sC - v a c. *.. e '' c' MRl ..- km a O O A i o IN a A u I O 1% LA A 1'/ A ® 0 frI 0 4, A. l ?f (o Private Onsite Wastewater Treatment System Index and Title Page Project Name: LUKE " Aded .laN.✓sod - 3- /,d4ao..v Poars • Owner's Name: // Owner's Address: /9/7 /A Li'owe d, 4JI Syoo,Z Legal Descriptiom /V E; Allai 7 a 9 N /9 h) Municipality: Towns fie, - (r of Z/RA,c 4,;✓ County: ‘r. o/te Subdivision Name: Lot Number: Block Number: Parcel Ili Number: D I B b— ZOO Page 1 /Ame x /�4- V rz //5qr e r • //JJ Page 2 Aar Ad v/6oss- ��'��"�o al ¢ 46,O.J L)14'41 • Page 3 5Aref i'/ :. ',C ei IcA o.J s Page 4 tui r. G/,J.,l‘A S "014464 1. 14 1-0/14,44‘,74-4/r Adis/ [a !a 11 a �a Page 5 Page 6 .C/z. r /14/..//r‘,va., /fib. Page 7 Page 8 rt icii.ev rs - so/c 6"--eeaq L uR Moo/ irtoor1 r" Page 9 - Name ofDesigner: .Ta ,J 44x e- License Number: Af/-- 23/3 9 Date: 3-u N-424/5" Designed ' :t(1-= to the Following POWTS Component Manual.and S PS 81-85: I71.-Groimd&BB.Ab Cunt!.onent :t= =: for POWTS er.2.0 SBD-10705-' . 1 01) t, \� w (Al s-' o o,, I o I i I u '1 ° �o 14 N o ^ t ti n V a`>,■ t �' ^ n T C o_ vE " e _ A O N r,, 1 Ni a -t to a N, a A „bh M ftl M x• etN A k is I, w v O w 1 P0 n H A zt t 0 1- N. ".O `^ 4--------v � o ■rt Is tit %. 1,,,', AILEA y^ 'Q O h ,:t.. v. n-k. { a � e c a t` A RA — A W Z O i L4 Pb c. a Z o I o 4^ Pt a e A r a �� 10 l'V e 4 ® 0 O tit o® I I* a w C ` o r0 I D , z x N > m m K 61" 86" D z C > 42" o z m P1 N -1 m N-. v II I o Uli la m --- ��m m 7) 1:1111111 $ \ Cmm) 3" 4" I I v < ID ° m r V) rri ) I- \mom N m C -,HE' ilL" C - II I oN° m _ m cn -1> IO �)a� z ° 39" P °az a o Myr OWD D m-1 m xi o r mi x� n z c) m ° v- �,o D o v o -1 -I z D rrn r 2 M 0 W*N MN K� n z Zr- O CC0 C) O*Z D4'Z 0rr1-0Z En>0< 0>0 Z OM xx -z ° r0 0 �p� > cnv z°v 0 o o 22rf* �rz -Iy Nm �m co rD WM r-IZ c) �czi1° �` sio 7' r- gym- KNVI V) r- pz C) c r z 0 tnzr-i I rn CO mv.. KX Z0 2V) •• a0 -1. m nDm vmr^ sore 2m\ a 1N qz r-v DO at D� N a�� N I orb°�>m� 0�N rn O ,,o v -1 u Z OCo Za r�* m o c.)� J tOnmy I m r�N�00C)- zn < O m o c O N l..-. G7 -i s .. C6.1 V)O D r s a p °O p G7(iJ TI 0• r- v m z o CO C) �0 \ O Z Z Pi 0 m-m1m Nm O• 1ITT�11�� n v �m mO v 73 D w m ks m Z C-1 C N pp r nra D0 (T�ITI ^ D m -< v m z H D off,m m z 0 a Z a 0 �� ( sD 0 11'1 -1 DA p D D �o� Oo� �o� o O s0 xi 73 m TI U) z C p 0 p 0 O Z o (,/) cn 0 m 03 13 D 00 A -m-1 U) (n m P m r n z r 0 p m H z p r z p P z m W -1 o \ V) I WLP1000-MR DRAWN BY: SME SCALE: 1/4°=1'-0" PRE-POUR: °- SEPTIC MANUAL COAICAETE REV. _, \ z W3716 US HWY 10 MAIDEN ROCK, WI 54750 DATE: JANUARY 2010 DATE:. POST-POUR: ° REVISED JAN. 2010 800-325-8456 FILE: 111,10004F • START UP AND OPERATION Page... at..4__ • For new construction, prior to use of the POWTS check treatment tank(s) for the presence of painting products, solvents or other chemicals or sediment that may impede the treatment process and/or damage-the soil absorption system. If high concentrations are •detected have the contents of the tank(s)removed by a Septage Servicing Operator(pumper)prior to use. Pump tanks may fill above normal highwater levels prior to startup or due to pump failures. Start up or restoration of power under these conditions is not recommended,as the excess wastewater will be discharged to the soil absorption system in one large dose causing an overload that may result in the backup or surface discharge of effluent and damage to the system. To avoid this situation have the contents of the pump tank removed by a Septage Servicing Operator(pumper)prior to restoring power to the pump or contact a Plumber or POWTS Maintainer to assist in manually operating the pump controls until normal effluent levels are restored within the pump tank. System start up shall not occur when soli conditions are frozen at the infiltrative surface. - Do not drive or perk vehicles over tanks or the soil absorption system. Do not drive or park over, or otherwise disturb or compact, the area within 15 feet down slope of any mound or at-grade soil absorption area. Reduction or elimination of the following from the wastewater stream may improve the performance and prolong the life of the treatment tanks and soil absorption system: acids, antibiotics, baby wipes;-cigarette butts, condoms, cotton swabs, degreasers, dental floss, diapers, disinfectants,fats,foundation drain(sump pump)discharge,fruit and vegetable peelings, gasoline, greases, herbicides, meat scraps,medications,oils,painting products,pesticides,sanitary napkins,solvents.tampons,and water softener brine discharge. - ABANDONMENT When the POWTS fails and/or is permanently taken out of service the following steps shall be taken to insure that the system Is property and safely abandoned in compliance with s. SPS383.33,Wisconsin Administrative Code:: • o All piping to tanks,pits and other soil absorption systems shall be disconnected and the abandoned pipe openings sealed. e The contents of all tanks and pits shall be removed and properly disposed of by a Septage Servicing Operator(pumper). o After pumping, all tanks and pits shall be excavated and removed or their covers removed and the void space filled with soil, gravel or another inert solid material. CONTINGENCY PLAN If the POWTS fails and cannot be repaired the following measures have been, or must be taken, to provide a code compliant • replacement system: • _ al A suitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorption system. The replacement area should be protected from disturbance and compaction and should not be infringed upon by required setbacks from existing and proposed structure,lot lines and wells. Failure to protect the replacement area will result in the need for a new soil and site evaluation to establish a suitable replacement area. Replacement systems must comply with the rules in effect at the time of their permit issuance. • O A suitable replacement area is not available due to setback and/or soil limitations. If the soil absorption system cannot be rehabilitated and barring advances in POWTS technology,a holding tank may be installed as a last resort. O The site has not been evaluated to identify a suitable replacement area. Upon failure of the POWTS a soil and site evaluation must be performed to locate a suitable replacement area. if no replacement area is available a holding tank may be installed as a last resort to replace the failed POWTS. © Mound and at-grade soil absorption systems may be reconstructed in place following removal of the biomat at the infiltrative surface. Reconstructions of such systems must comply with the rules in effect at that time. WARNING ! TREATMENT TANKS, PUMP TANKS, AND HOLDING TANKS MAY CONTAIN POISONOUS GASSES OR LACK SUFFICIENT ESCAPE OXYGEN OR TO RESCUE SUSTAIN LIFE.THE NINTERIOR OF A EVER ENTER ANY TANK TANK MAY NOT UNDER BE ANY CIRCUMSTANCEPOSSIBLE . DEATH MAY '`' . FROM . ADDITIONAL INSTRUCTIONS: - POINTS INSTALLER �/ POWTS MAINTAINERR. Name -TpNAt J9El/lf /'1,- .73/394 Name ...n/id Age (A4KE Age•vQi.✓t Phone 7/.5- 6 7.7- S',7‘4. Phone 7/S" 67a-S.ZGG SEPTAGE SERVICING OPERATOR(PUMPER)-(/►At Ai 0404) LOCAL REGULATORY AUTHORITY • Name Name g); 6to/x Zodi,Jt UFLiLe Phone Phone 7/5- 384 - v‘,80 POINTS OWNER'S MANUAL & MANAGEMENT PLAN Page 9 of G FILE INFORMATION SYSTEM SPECIFICATIONS Owner LUKE #' X/Y,11-4 raNn/dool Tank Manufacturer. 1�/6SEti C6n16c6ref' ❑NA Perrriit# grSeptic ❑Dose ❑Holding Volume: /Opp (gat) DESIGN PARAMETERS • Tank Manufacturer. ❑ NA ' Number of Bedrooms: • 3 ❑ NA ❑Septic CJ'Dose ❑Holding Volume: (gal) Number of Public Facility Units: ,®NA Vertical Distance Tank Bottom(s)to Service Pad: /O° (h) Estimated(average)Flow: - 345e (gallday) Horizontal Distance Tank(s)to Service Pad: 8d ' (ft) Specific servicing mechanics must be provided if vertical is>15 feet or Design(peak)Flow=(estimated x 1.5): y�,ro (gal/day) if horizontal is>150 feet. Specific instructions to be provided on back. In Situ Soil Application Rate: 7 (gal/day/ft2) Effluent Alter Manufacturer. 4 ES r ❑ NA Standard(Domestic)Influent/Effluent Monthly average Effluent Filter Model: G f-/D Fats,Oil&Grease (FOG) s30 mg/L Pump Manufacturer NA Biochemical Oxygen Demand (BOO5) s220 mg/L ❑ NA . p�np Model: Total Suspended Solids(TSS) :5_150 mg/L - High Strength Influent/Effluent Monthly average Pretreatment Unit (FOG) >30 mg/C - Manufacturer. ( NA (BOD5) >220 mg/L ❑NA ❑Mechanical Aeration ❑Peat Fifer (TSB) >150 mg/L ❑Disinfection ❑Wetland Pretreated Effluent Monthly average ❑Sand/Gravel Filter ❑Other: (BOOS) s30 mg/L Soil Absorption System (TSS) . s30 mg/L 0 NA (pressure) ❑ NA Fecal Coliform(geometric mean) s10'- k In-Ground(gravity) ❑In-Ground sure ❑At-Grade ❑Mound Maximum Effluent Particle Size 'iii in dia. ❑ NA 0 Drip-Line ❑Other. Other: ❑ NA Other. ❑ NA MAINTENANCE SCHEDULE ' Service Event - I- Service Frequency Pump out contents of tank(s) l�'When combined sludge and scum equals one-third(f,)of tank volume Cl When the high water alarm is activated years) ❑ NA Inspect condition of tank(s) At least once every: 3 181 year(s)❑months)) (Maximum 3 y Inspect dispersal cell(s) At least once every 0 fil s(s) (Maximum 3 years) ❑ NA Clean effluent filter At least once every: /3 WI my�(s)s) ❑ NA 0 Inspect pump,pump controls&alarm At least once'every: 0 y h(s) 21 NA Flush laterals and pressure test I-At least once every: - - ❑month(s) )5if NA ❑year(s) Other. At least once every: ❑year(s) 0 NA ❑year(s) Other: ❑NA MAINTENANCE INSTRUCTIONS Inspections of tanks and soil absorption systems shall be made by an individual carrying one of the following licenses or certifications: Master Plumber, Master Plumber Restricted Sewer, POWTS Inspector, POWTS Maintainer or Septage Servicing Operator (pumper). Tank inspections must include a visual inspection of the tank(s)to identify any missing or broken hardware,identify any cracks or leaks, measure the volume of combined sludge and scum and a check for any back up or ponding of effluent on the ground surface. The soil absorption system shall be visually inspected to check the effluent levels in the observation pipes and to check for any ponding of effluent on the ground surface. The pending of effluent on the ground surface may indicate a failing condition and requires the immediate notification of the local regulatory authority. When the combined accumulation of sludge and scum in any treatment tank equals one-third (3)or more of the tank volume,the entire contents of the tank shall be removed by a Septage Servicing Operator(pumper)and disposed of in accordance with chapter NR 113. • Wisconsin Administrative Code-. All other services,including but not limited to the servicing of effluent filters,mechanical or pressurized components,pretreatment units, and any servicing at intervals of 5_12 months,shall be performed by a certified POWTS Maintainer. A service report shall be provided to the local regulatory authority within 30 days of completion of any service event. • ST.CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP,CERTIFICATION FORM Owner/Buyer `JV■" s Mailing Address Q1 v °11-k b ALL-- (Roko n - s Property Address (Verification required from Planning&Zoning Department for new construction.) �' 012'101 —`66 City/Slat L Parcel Identification Number LEGAL DESCRIPTION I.\\Property Location'U W. 'h, � 1/4,Sec.f,T ay N R. �W�Town of Pm \• • CCCJJJ Subdivision ,Lot# • • Certified Survey Map# ,Volume ,Page# Warranty Deed# ,Volume ,Page# Spec house yes no Lot lines identifiable ye no SYSTEM MAINTENANCE AND OWNER CERTIFICATION Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner,if needed,by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. Owner maintenance responsibilities are specified in§Comm.83.52(1)and in Chapter 12-St.Croix County Sanitary Ordinance. The property owner agrees to submit to St.Croix County Planning&Zoning Department a certification form,signed by the owner and by a master plumber,journeyman plumber,restricted plumber or a licensed pumper verifying that(1)the on-site wastewater disposal system is in proper operating condition and/or(2)after inspection and pumping(if necessary),the septic tank is less than 1/3 full of sludge. I/we,the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth,herein,as set by the Department of Commerce and the Department of Natural Resources,State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St.Croix County Planning& Zoning Department within 30 days of e year expiration date. I/we certify that sit"... eats on thi•form are true to the best of my/our knowledge. l/we am/are the owner(s)of the property described above1, virtue of a wa , deed recorded in Register of Deeds Office. Numb I be,P s 'SIGN• SF APPLICANT(S) DATE ***Any information that is misrepresented may result in the sanitary permit being revoked by the Planning&Zoning Department.s*" Include with this application a recorded warranty deed from the Register of Deeds Office and a copy of the certified survey map if reference is made in the warranty deed. (REV.08/05) WS DM WE 0311 Can fl) ID ID 0 i, p ,.� s ° M®+a r n o R 0...=4 5 m ; G1 m n Q. 0 kl m K m �' m(D 0 m i 0 I 01 3a g °' ommmn+ m �a Li M 3 r^o - p'U c .. a i•+ � yff a ss am raf a S ° ° m FAO m ^ m a 3 a f . < ° m , m 3 E-• cv+ m .--4: ase 9 w_. viQm 3 3 , m u g t mar, a �• oa�� � i j Can x a 3 m o 0 is L. c o o M•f•�■ .• O w 3 C T ' o a ry O r, 0 m a O i Q 'JIE HUHU 7 n "ii 3 y � a p T lJ 1 m y -?Oj p N ' a'•, C) _m a, .4.C O ,n n. _ r a ON O GI'O v .v+ 31 fowl• Onmal Q p N rD O_ t N H rD �+v a H *+ m a a 9 N o stn o maB 5 0 3 • � i 8oc m ln = o CCU FO-M _ _ p � � � �q c io s Al fm'1 Q r S O i 7 '3 'O 3.G �i m e. AI — m `Y R z w O '^N _ O - a m =" ••=-•° m 3 m -m a 0 C n N O n H ^ Z 3. m T 7 ar S c= N 0 H S (D =0o - A C t. m 3 ".3 0 y+ tN 71 3 7 O. w' `<., x o ps m m � T- Q I"1`1 m T ���� 'I' m "O d N cr _ 74 -- = nom \Y m m' 4 , - p H d Z 5 m m -. m C N "'a ,� T rte, a o c o3 O v m o m -s r+ ° " xm =m S k m (D „ o? p a• m m p = ' O h°In n r -s o _. - `m N 1J N I O 2' C s w 0 f V Z rD • Q i z 1-4. CD . ,---4 G rt m 0 -s 8 a T m 11 II m 3 3 °' D r1 -s n 'flg r9 p y• Era3n '1Y r - r 4 \ to to rn . m CD ' Einfeimigninis to C CERTIFIED SURVEY MAP Located in the SE 1/4 of the NW 1/4 of Section 7, Township 29 North, Range 18 West, Town of Warren, St, Croix County, Wisconsin. ,,A,,), Ar r , Li,,+. c.n! fLt./ I..n,vv.: north line of the NW 1/4 of Sec. 7 —,� S88°48'40"• M ` 1868.10 • 588 048'40"w 590.30 I. • Z39.54 © - }� t= n° 199,186 SO. FL OR TD-z ° j I o 4.573 ACRES c N c co L-) N F_c\I b L„ -, N o 1._o oN C 1� W u o 0 `C �ts3 r In It o]E ,1 rl r- - 3 Nine e9 n co c? ° Ztoc ,`), 77 r'f1 U�• • , ,AV![)L ATTr-n A ll,r A,l,^ i n,rvJ `�.ri 'f in,vv.. e °\90.0:1 Ne S \Z 0 N. north line of easement described in rn3, w° Volume 6, Page 1658--.. •.. • Owner: Glenn E. Francis °n Ott g% New Richmond, Wi ,_,,._n!!, IL_L/ . 1 t Surveyed for: SURVEt > Barb and Torn Mochesney j ) 1727 Quont Avenue South St. Croix Beach, MN 55043 °"`."`""= „r" 1 Bearings shown are referenced to the North line of \ 1 the NW 1/4 of Section 7, Township 29 North, Runge 18 West, is assumed to bear 588°48'40"W I i 1 ^�JyJ_ •---�" Scale: 1"= 200 feet Denotes 3/8 inch by 14 inch rebor monument set DESCRIPTION: That part of the Northeast Quarter of the Northwest Quarter of Section 7, Township 29 Nortn, Range 18 West, Town of Warren, St. Croix County, Wisconsin, described as follows: Commencing of the northeast corner of sold Northwest Quarter of Section 7; thence South 88 degrees 48 minutes 40 seconds West, assumed bearing, along the north line of said Northwest Quarter, a distance of 239.54 feet to the actual point of beginning; thence continuing South 88 degrees 48 minutes 40 seconds West, along said north line of the Northwest Quarter, a distance of 590.10 feet; thence South 00 degrees 08 minutes 33 seconds West, a distance of 216 64: thence North 81 degrees 11 minutes 03 seconds East, a distance of 167.89 feet; thence South 71 degrees 49 minutes 54 seconds East, o distance of 106.78 feet; thence South 33 degrees 42 minutes 03 seconds East, a distance of 62.33 feet; thence South 09 degrees 58 minutes 34 seconds East, o distance of 153.75 feet, thence South 14 degrees 26 minutes 26 seconds East, o distance of 196.68 feet to the north line of on easement described in Volume 6, Poge 1658: thence North 89 degrees 10 minutes 57 seconds Cost, along said line on on easement described in Volume 6, Page 1658 and its easterly extension, a distance of 67.76 feet; [tierce North 12 degrees 48 minutes 04 seconds West, a distance of 162.39 leet; thence Nortn 61 degrees 15 minutes 46 seconds East, a distance of 191 87 feet: thence North 01 degrees 38 minutes .32 seconds East, o distance of 388 62 feet to the point of beginning., ■ n , -- , , D II ( I / Iiiiiiiiiil g ❑ w w ;� L___ _ (WWfYW K. 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JOHNSON RESIDENCE G1i�,L, .1 1)1 1iL II II ,III l 1111 • 4 ME M 000IDuvnAt•MUL71FANRY•U,,., ' 040 iCIA1 1 vp y' MAIN LEVEL PLAN 1920 Fnloe Ser4me 101•Hua.m.WI04016 d PH.71.301-9756 a a 9 la ,,, a \ $;x°�i�. s r a„ \\ a I :• iQ It I-7J 0 a ° c z I II 11 ; \ ■ I"I 4"tl 4•tl II \ 4"."'"',1' i'N9L ►'W21.jIi I \ P g 3 -- --===Y- — \\ r 11 r i"�C �// I. q 11 n ,�/ il 9 ' It 11 11 �/ L+- ' ' 4 li— - . \ 6. III; .. ' 4 -1 'i `\ \ L__ III \ L--- -- -___. --- .1---- \\y/_/^\\ \ \1 \ .C.,1147710...,..44 E \\ I E tl d[ 1 Ir 046eLSlE w• e re I . .p t •e .w t �< t 1 I ¢I 4 4m ��D 4 r— : O- y t 1 r-J L 1 _,_w X11111111; k 6 Sl§ -- to , r --- m N P I A L-, r -r J_a. I I r•,—.,.... 1 i I e 0--, 1 C i z Till t ill'L. Loo E @ PI01<0. LUKE&AMBER s u g JOHNSON RESIDENCE h11�1,I;(DI IIl,I,I UI I11 � i 11 . e g 1 p G YA6E INFO: NESID M AL•MUMFAMILY•LIGHT COMMERCIAL D g UPPER LEVEL PLAN&ROOF PLAN 7IoiMBirL Sung lot.Hudson WI$4016 ■ 4 n ( r r 3 _ ii. 1 IN 4 3 . { ae i d{ lit er lite {l i t ie et ig o di )-] ► IN , PP iE L. V-°dtt F E ;j !i I ie iE 1 Ei{ q E {` 1 e{ {{ i r ddl 1 i I et if ii ice. , , : z N v. b', _ i'ii r' Fit J it, 1 , ... 11 i t :( 1 ii 1 T — 1)1111, 1 {t g{ li I !dl 1 Rj 17/ • Ill off.: ' T ri�ap:ilii 4C E.i , t Y / / IN IT ii t F! i F 9r (1 r it E E iijrE{ r 4°I ji iE. I� i! Ft II -IL . I .4 -171! 1 ,,,I pp: d E!` z Mil E�Ef _ e !1 i! js 1i I 8j I'I;1 Ej I w.. i{ m C1 i az i 4 - NM l' I dpi Fi / t+ iiE i{1d iij ill i{I °! Pe (i t lI_i[iii Iid il, 1 111 11 i I 1111 E E 1 Es _rn Ilan. LUKE&AMBER * ; WP i !l ' JOHNSON RESIDENCE h1i1l, U1,,iiii��r.hi-Ilri , H . i h _ . Lj PAIl RR RESIDENTIAL•MULTWAMO.Y•LIGHT COMMERCIAL BUILDING SEC IONS 2920 Enloe 20.r,sate 101.x WI 54016 El vx.�isxtaTU . I a gg [: • C (Q ii Ili oT , —(fi— Ili lig I. ,i ii i ii „ f. ), Ti T:- _ - it (: m (} it fi li T - � � i' E ei - 1 i!t fi — (6 E. _ iii , r f f- II ii E. �.. i.f, . ti ,iiII ri I 1 % i i i ;i 9(. (E. ii .g-ii f ! ill [ g MECk LUKE&AMBER O y '4 f 5 5 * JOHNSON RESIDENCE hiid,�■-,i 1!�!I;,i���! u $ . CA , a PI[E ma RffitDPNf1AL.MULTLFAMU.Y.16NTCOLOEtaAL SC I• BUILDING SECTION moF�o. sax 101.Hl oe.WI$1016 a re.ns�sts"�"As G . n i 4 fili e ' ae ag a —{ III 7;#! is¢i 1 i $¢l'dliia j { teri i$H 'S a=y3 �'s� a 3 gt = 1i E a� a! - — - — .1 Ili II { 6 i�` as ! 1`! ii 6 = jLR aa9F lit !'�a Ern DiFF9? 1 OF Fft :l ``:"E"=F rF F R Y . L`' 2 721 t It i 8 1, wea, 4 6 . I 1 I,_., M ruwaror•.wuaMart--f—, ` > 3 MYULM1611.11w -71x1 i• ill t $€ iI. h x g fill q1111 ;t yYPyY 1 I d6 1l /1 'a a sf ;E, i =i x 1 7E �q m - El . 1_� g $ Q 1 . — _ it Ii ' ' !! 't 111: ll I 11 111 111 !'! 1 l _14 °. 1 R yl s 4777 rp=;gT-w:--- sar)=11 4 ii 4ss - X11 tI! °ICIM LUKE 6t AMBER > " ; 1 ! k $ m 8 JOHNSON RESIDENCE 111,1,r,,, a !d d�� ,. ; Ail • PAGE isra BRACED WALL DETAILS 2920E�F.1�g v.uclrr I940)6cu7. R ►X.717781 fiW.en WI7M1a a ,4: , 1237 Wisconsin Department-ofCommerce SOIL EVALUATION REPORT Page 1 of 3 Division of Safety and Buildings in accordance with Comm 85,Wis.Adm.Code Steel Soil Service County Attach complete site plan on paper not less than 8'Y2 x 11 inches in size. Plan must St.Croix / /' include,but not limited to:vertical and horizontal reference point(BM),direction and Parcel I.D. d 42-70164) percent slope,scale or dimemsions,north arrow,and location and distance to nearest road. ���. 7 Please print all information. Reviewed By �' -- `/i s pate 7/3..7701 Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). ,„,, t GvvvC... i1!.i 7 Property Property Location /v 7 �P Owner � r�Y �I riCti G vt of E 1/4 NW 1/4 7 T 29 N R 18 W roperty Owner's Mailing Address f 'a La# Block# Subd. -, a or CSM# !!� 1727 Quant Ave.S `� na ..21 — �, C State Zip Code Phone Number 0. ity Village Town '-- � •': /.— 5aS3 C . Ca i )1 13eac? MN 55043 651-436-6199 Warren 107Th Ave. V New Construction Use: Residential/Numb of beptIlar E' ••e derived design flow rate 600 GPD Replacement Public or commerci I-Descri v ED Parent material Pitted outwash ��Iv Flood plain elevation,if applicable na General comments 0 3 ?O0.. and recommendations: System Elevation 101.74ft,tr nche isp�e 1 and depth to «•de 6.66ft below grade �r�UXCOUNiY ZONING OFFICE 1 Boring# Boring j Pit Ground Surface elev. 104.90 ft. Depth to limiting factor 120 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 *Eff#1 I .Eff#2 1 0-43 10yr4/4 none sl 2msbk mfr gw 2f .5 .9 2 43-67 7.5yr4/4 none Ifs 2msbk mfr gw 1c .5 .9 3 67-120 7.5yr4/6 none ms osg ml na na .7 1.2 X %' rri 2 Boring# lid Boring , le Pit Ground Surface elev. 104.9 ft. Depth to limiting factor 120 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 *Eff#1 I *Eff#2 1 0-16 10yr4/4 none sl 2msbk mfr gw 1c .5 .9 2 16-46 7.5yr4/4 none sl 2msbk mfr gw 1c .5 .9 3 46-120 7.5yr4/6 none ms osg ml na na .7 1.2 *Effluent#1=BOD?30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BODS<30 mg/L and TSS<30 mg/L CST Name(Please Print) Signature: , CST Number David J.Steel \7 - 248956 Address Steel Soil Service Date Evaluation Conducted Telephone Number 1564 CR GG,New Richmond,WI 54017 12/30/2002 715-246-5085 . property Owner Machesney,Tom&Barb Parcel ID# Page 2 of 3 3g# -Boring Pit Ground Surface elev. 108.40 ft. Depth to limiting factor 120 in. I Soil Application Rate I Horizon Depth Domeart Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz *Eff#1 *Effie 1 0-27 10yr4/4 nohe sl 2msbk mfr gw 1c .5 .9 2 27-38 7.5yr4/4 none sici 2msbk mfr gw 1c .4 .6 3 38-53 7.5yr4/4 none si 2msbk mfr gw na .5 .9 4 53-68 7.5yr4/6 c2d 7.5yr5/6 ifs 2msbk mfr gw na .5 .9 5 68-120 7.5yr416 none ms osg ml na na .7 1.2 Boring* M Boring al Pit Ground Surface elev. ft. Depth to limiting factor in. I Sod Application Rate I Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDAWW *Eff#1 *Effie Boring# Boring Pit Ground Surface elev. ft. Depth to limiting factor in. I Soil Application Rate I Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fN *Eff#1 "Eff#2 RECEIVED JAN 0 3 2003 ST.CROIX COUNTY ZONING OFFICE *Effluent#1=BOD?30<220 mg/L and TSS>30<150 mg/L •Effluent#2=BODS<30 mg/L and TSS<30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or I . . Page 3 of 3 STEEL'S SOIL SERVICE David J. Steel 1564 Cty Rd GG CST-POWTSM Tom&Barb Machesney New Richmond, WI 54017 Lie. #248956 SE1/4,NW1/4,S 7,T29,R19W (715)246-6200 Town of W: -, A- • (715)246-5085 8 •cres L- iti Legend Io 1"=40' • =Benchmark El. 100.00Ft Top of '/2"pvc pipe •=Alt Benchmark E1.100.00Ft Top of'W'pvc pipe ❑=Borings Boring Elevations B1 =104.90Ft Po r4-4t B2=104.90Ft /s c f r• B3=108.40Ft B4=00.00Ft .-..< &i, /b 1( � t' tZ' hy5/ W-25 601 1311 c 2 /-6 t- , /1'a-. ,• ),5 -e f il,�3 '' l R=CEIVED / _ . _ oZ JA \ 037003 fv ST.cF Ix cour`rry ZONI G OFFICE \ i ii- ,isbc 3( 8322111 7t Qj5 3 KATHLEEN PAGE . REGISTER OF DEEDS ST. CROIX CO." WI CERTIFIED SURVEY MAP REjEtIIVEDD8FOR0RECORD LOCATED IN PART OF THE NE1/4 OF THE NW1/4 CERTIFIED SURVEY MAP AND PART OF THE NW1/4 OF THE NE1/4 OF REC FEE: 13.00 COPY SECTION 7, T29N, R18W, TOWN OF WARREN, PAGES: 3.00 ST. CROIX COUNTY, WISCONSIN. 1 1/4"I.D. IRON PIPE OWNER SURVEYOR FOUND S89°24'19"E 3.74' GLENN FRANCIS EDWIN C FLANUM FROM SET 3/4"REBAR 942 107TH AVENUE NORTHLAND SURVEYING,INC. NE NW CORNER ROBERTS,WI 54023 P.O.BOX 14 N88°55'31"E SECTORNER SECTION 7 ROBERTS, I 54023 MMPEL,a7 EED d,NE) , N1/4 CORNER 70.47' S88°56'04'W SECTION 7 N88°55'31 N88°56'04"E 1054.16' 1.. 0 / 224.52' 590.10' \ 239.54' W fl16437 ( NORTH LINE OF THE NW1/4 NORTH LINE OF THE N E1/4 2523.32' ^ 7, ---ct W `� )Lj> 170.45' Z<p fA `TlJ LS '. Z r n 0 • • `2 N88°56'04"E 237.96' n LOT 2 0 W Q 'T d' 4.29 ACRES m ) 1T�fy��� �jQ�{jam" 186,979 S Y� o I m Q c LOT 1 �j F ,,,, 7.08 ACRES INC.EASEMENT • = -. co m 308,289 SO.FT. TRAILER o S7�OZgq"W ° I co v V 6.52 ACRES EXC.EASEMENT MOUSE d ,6 163. m cn � -n 284.201 SO.FT. ,'GE rri I' - Cir O ,m zi•••• ci t HOUSE I T m J q w '+ ca --I Z Z 2� V�' s ' 4 am . m-rn-- z ri _ _ LOT 3 SEPTIC V A o n o N89°7 8'48"E 528.86' pa�VE 6.83 ACRES VENTS°� O a--I n m BE ROADWAY EASEMENT S89°18 1_ q w 297,730 SO.FT. X Or X - - - m °S89°18'48"W 326.' _Ti Q _ o Z o 13 201.88' 0 Cpn Up_ `� o to co g) I I jso 1 I I g W S83" .06 444.47'U 1 4.41' p a -+n n� �7 0 ` .R 33 1 n 1i so 1 a I� `�I O T Z"yy►• W,arru I »,1 I I° m ,� �.._.'° t LOT 4 O m x_7.1:1 fV s p o o \ "IRON PIPE FOUND= aS''/,I, y Ig 6� I I� 2..012SO ACRES o m W i 4% ° a I ' 502°55'49 E 1.0T FROM ITS z c � � `�2 104,012 SO.FT. K3 S I I COMPUTED POSITION g mo iE IN C.( • 'cam i"o}..'°" p a lJ o M*: S-2437 i l g83°21'58"W 317.52= ��nn u, m AMERY o 13"W ° 2.i c7 y was S 78 3 72 6�0° w i `, - 15. \ N -a•y �5 'y.0` PL1�G3glEB. ON ;,� COQ° ��� 7 CJ m fii O �6ryrnruruamala I . .4 NO,., �° i rR', v; z LEGEND �IOO d° 20235 Pa. 9 08 4:4,..:..1: 70 rn �\�< (.4 S O T t9 ALUMINUM COUNTY SECTION -7 ` \ �`O ���w erD z CORNER MONUMENT FOUND I !- s' fl.>',, ' 1 ` 0 • 1 5/16"O.D.IRON PIPE FOUND - 1 - - - "% 9.7� • 3/4"O.D.IRON PIPE FOUND LOO 4 9 ©°a°UJ° Ut i L �'0__-�-S89o2O,4"W /� IN 3/4"IRON REBAR FOUND OLo 421, P®o 09 0 I 36.40 �r j Q 3/4"X 18"IRON REBAR SET WEIGHING I 191 PU�La54 u CAD Iln, t I /./ 1.50 LBS.PER LINEAR FOOT I �� 100'ROADWAY SETBACK LINE SCALE IN FEET 1" = 200' ��// A SOIL TEST LOCATION I �' "� / 200 0 200 40 7 J ------. PROPOSED DRIVE Q./ , CURVE DATA TABLE f/CO1 • NUMBER RADIUS CENTRAL ANGLE CHORD BEARING CHORD LENGTH ARC LENGTH TANGENT IN /ANGENT OUT Cl 49.00' 47°39'55" N09°58'32.5"E 39.60' 40.76' N13°5125'W N33 04830"E INI C2 80.00' 214°29'42" N73°2621VQ 152.81' 299.49' N33°48'30"E S00°41'12"E C3 80.00' 82°30'18" N07°26'39'W 105.50' _ 115.20' N33°48'30"E N48°41'48"W dilaC4 80.00' 51°03'13" N74"13'24.5"W 68.95' 71.28' N48"41'48"W S80"14'59"W C5 80.00' 70°26'50" S45°01'34"W 92.28' 98.36' S80°14'59'W S09°48'09'W ' C6 80.00' 10°29'21" SO4°33'28.5'W 14.63' 14.65' S09°48'09'W S00°41'12 E THIS INSTRUMENT DRAFTED BY SAM ADAMS 07 SHEET 1 OF 2 SHEETS �� JOB NO.05-60 DATE 8-11-05 REVISED 07-21-06 1 of 2 Vol 21 Page 5253 Parcel #: 042-1016-80-200 07/27/2007 11:20 AM PAGE 1 OF 1 Alt. Parcel#: 07.29.18.101A-30 042-TOWN OF WARREN Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map# Sales Area Application# Permit# Permit Type 08/08/2006 00 0 Tax Address: Owner(s): 0=Current Owner, C=Current Co-Owner O-FRANCIS, GLENN E GLENN E FRANCIS 942 107TH AVE ROBERTS WI 54023 Districts: SC = School SP= Special Property Address(es): *=Primary Type Dist# Description *940 107TH AVE SC 2422 ST CROIX CENTRAL SP 1700 WITC Legal Description: Acres: 4.290 Plat: 5253-CSM 21-5253 042-06 SEC 7 T29N R18W PT NE NW&PT NW NE CSM Block/Condo Bldg: LOT 02 21-5253 LOT 2 (4.29 AC) Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4) 07-29N-18W NE NW Notes: Parcel History: Date Doc# Vol/Page Type 08/08/2006 831700 21/5253 CSM 11/29/2005 813151 2935/520 QC 11/20/2002 699304 2055/108 WD 10/22/1998 589582 1368/140 WD 2007 SUMMARY Bill#: Fair Market Value: Assessed with: Use Value Assessment Valuations: Last Changed: 06/08/2007 Description Class Acres Land Improve Total State Reason AGRICULTURAL G4 4.290 600 0 600 NO Totals for 2007: General Property 4.290 600 0 600 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 /-G7 - Its • I •~ coc I ago r aro r- a,0 a1,O I O z- Z Ox'O ODD O° . 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Z ...moll D I `- 3 y N 2 N O J g 2 a 2_ m N O 01 p in ?^ S r!!m m•m - $o �� � � o,5 ,, oc0rnV�N �ro a-oc)p_-..j na m A [n IV O J N N O (mli r0 N IV N U] m 0 2 �'9 m 'il I I - f O cp N O O m IS N y O O O C S, O m o m G m'L I Z 6 ?O -J S O r0»D O' S r, ", V 0 N m V O O N-..J N y N ? J a, z z \00„„tlwIWIUr/,.,. y o g_.85_ N iD w c o w o Z rp/y�,D O\ •. a y o v,ro m J a''�} o a m z m J I N A "i N L� \\\ * '' 2 n 0, p 8 u,-O O,p y O Fs N O.J J N a 8 A mbar C II m 4 _m ;i�...........'...1-4I-T.. J m»m -ro mm� ma ' .o mm11Z rNi� o' z J' a omo 0 `C� rg �r mid ooa2 21 3;C"20 x 1^tc Il i~ a�: -nm '•U a 0r�,ymm °10 � 'ao3 c� am ,71,5"4c0,3<3 m p _ z =(n; >cn O (�,�w < J crnoas- o mms m WN. '. :J m m:� oc 3 m°,y F dF - `,14 -°° C I I _C'�in c? a JO? o°,m m° orD, p°i_, c J rn ai a c c zwc'wmN� ,z.. <�1�(l ..w In pmgm E$ wcOp1coa°+i C-", Qa '.•'' S,OT o (n'w a r3 65—\--,-.;s5::•., ....,. .4--§ O»g rp O 8 N O w d W N O.C Oo a A?O y J W•ry fJ nN -i C,* `\^' • ' c'O � Q S 8 *A, ^j W rt,-,, m _O -2 O-0 p T RI Z 2 0 (/�'i//i .:..:' O.a. q N . =.010 O N_�.?W O J N S m a 3 Z /�///Iltl1I1 cD n v.. o a°mo' 2Nm II Mi A- Pe E 64 .6 6Z CERTIFIED SURVEY MAP 11-p Located in the SE 1/4 of the NW 1/4 of Section 7, Township 29 North, Range 18 West, Town of Warren, St. Croix County, Wiscon . .+A&)I Arrr-r, / AAlr15 VIV,. LJ,I SL.L/ LJ't.',i/.,;' north line of the NW 1/4 of Sec. 7 S88°48'40"W 1858.3C — _� 588°48"40"W 590.10 0 — 239.54— 0 _ _ o - - r - A ca 3 ' 180,807,!2 SQ. FT. OR / t.,� "- n 4.151 ACRES r o I t-, $� v INCLUDING ROADWAY _ n O Z I to 0,b �cc) $ 33.oc 164,771.0 S0. FT. OR t; N E N c <. `' t4"^-1.3:147---1 1��-.�� � I 3.783 ACRES I' o o o `j `{ x, ► "\z mss. EXCLUDING RQADWAY n v Ni. l• .. Y a I ro '' '-mlt. 'y 2ND 3100 �� f ' :,0 �i 2VI� I.A I[)! A rrrrl l\- C.,p VI Y, L.r'1 1 t L U v v I AAfr1^ N• ��J3.� / '.A',)1 ATTr-,1 cr.,.�.: `D ai+ 2b513 idly. Lint f L:v O+ • °55'20"E 1 A A/r,.^ N75 cr-,1 Vu.: �N_ �O C north line of easement described in \w o Volume 6, Page 1658.----, Owner: --- 1 ' • Glenn E. Francis n New Richmond, WIC / r , -`)rIr-,r� / �l%I II IL L/ Surveyed for: ( r lJ1,`7I`v Barb and Tom Mochesney MAP, t 1727 Quant Avenue South jr_ St. Croix Beach, MN 55043 Y 'L.LJ'Vf L_ i °)""r ' RECEIVE Bearings shown ore referenced to the North line of the NW 1/4 of Section Z Township 29 North, JAN 0 3 200 Range 18 West, is assumed to bear S88°48 40"W I ' , Scale: 1"= 200 feet ST .CROIX COUN I Denotes .3/8 inch by 14 inch rebar monument set ZONING OFFICE DESCRiP TiON: That part of the Northeast Quarter of the Northwest Quarter of Section 7, Township 29 North, Range 18 West, Town of Warren, St. Croix County, Wisconsin, described as follows: Commencing at the northeast corner of said Northwest Quarter of Section 7, thence South 88 degrees 48 minutes 40 seconds West, assumed bearing, along the north line of said Northwest Quarter, a distance of 239.54 feet to the actual point of beginning; thence continuing South 88 degrees 48 minutes 40 seconds West, along said north line of the Northwest Quarter, a distance of 590.10 feet; thence South 00 degrees 08 minutes 33 seconds West, o distance of 183.17 feet, said point hereinafter known as Point A thence South 80 degrees 18 minutes 00 seconds East, o distonce of 190.65 feet; thence southeasterly along a tangential curve concave to the southwest, having o central angle of 66 degrees 18 minutes 44 seconds and a radius of 150.00 feet, for an arc distance of 173.60 feet; thence South 13 degrees 59 minutes 16 seconds East, tangent to said curve, a distance of 99.84 feet; thence North 75 degrees 55 minutes 20 seconds East, a distance of 265.13 feet; thence North 00 degrees 08 minutes 33 seconds East, d distance of 371.53 feet to the point of beginning. Said property subject to 66.00 foot, non-exclusive access easement, the centerline of which is described as follows: Beginning at the.aforesaid Point A';• thence South 80 degrees 18 minutes 00 seconds East, a distance of 190.65 feet; thence thence southeasterly along a tangential curve concave to the southwest, having o central angle of 66 degrees 18 minutes 44 seconds and a radius of 150.00 feet, for on arc distance of 17i An F.,. fti......_ r,_. ., . .d - Gf1 _. _. . ... _ 1 . • , , FILE NUMBE " RECEIVED I D 0075 1l;;,1 0 5 2006 ST.CROIX COUNTY DO CERT1 = • - EY MAP f�jA( 2� LOCATED IN PART OF THE NE1/4 OF THE NW1/4 v AND PART OF THE NW1/4 OF THE NE1/4/ OF 0 ri 1DD SECTION 7, T29N, R18W, TOWN OF WARREN, /11440-2)1 ST. CROIX COUNTY, WISCONSIN. 1 1/4"1.0. IRON PIPE OWNER SURVEYOR FOUND S89°24'19"E 3,74' GLENN FRANCIS EDWIN C FLANUM FROM SET 3/4"REBAR 942 107TH AVENUE NORTHLAND SURVEYING,INC. NE CORNER ROBERTS,WI 54023 P.O.BOX 14 N88°55 31��E SECTION 7 NW CORNER SECTION 7 IgR9pIQTMD 1,Gl°,Lf�Dp ROBERTS,WI 54023 N1/4 CORNER 70.47' SECTION 7��. N88°55'31 088°56'04'W N88°56'04"E 1054.16' I • S-1/ I• 59010' 239.54164371' NORTH LINE OF THE NW1/4 NORTH LINE OF THE N 1/4 2523.32• 0 • 0 70.45'• H z z N88°56'04"E 237.96' T 2 0 Om DO Z p '5'576,,, 4.29 ACRES = z l ° /� 00, 186,979 SQ.F . w Q M 0° 5 z W LOT 1 ,r0,9:0 , c cn r . I -I W 7.08 ACRES INC.EASEMENT W a C o 111 308,289 SQ.FT. /TRAILER o 5.......26 024 A o 0 68 z (R g V 6.52 ACRES EXC.EASEMENTE�� JG HOUSE 66' 163 m p .l 284,201 SQ.FT. � o O p m 01 5 1 N ....�.W o•. HQ m o N j z o �o�/ • U 1° m O z p ,, T C4 T "I QA4 GG� 1i O�XSj\1�G:• LOT 3 SEPTIC V a (n 0 1 O N �}OQ O L'2 OF1\VE 6.83 ACRES VENTS° O - -I Q !? N89°18'48"E 528.86' d o O m o �� w p w •i 297,730 SQ.FT. r0 -I V) 9, 66'ROADWAY EASEMENT S8g 18 m �' m -4 - - _n w °S89°18'48"W♦ 326.09' 1 Q w a z o t.m r_11, m O o � 201.88' I�° O � -� 0 47' p n G) °o I Q I �F 11� pp Z 0 S83°21'58"W 444. 0 1 "Ill Oc D j� W N 1'&I© °3 I�t! A j w p 330.06' • ,/ 0 i P i� ° I i� ��II. N ` N LOT 4 +' oT I I� I�I�I� ICI° m cr_ N — LOT 4 o 33 I I i 4' I I I° I`� N 1"IRON PIPE FOUND ` 2.39 ACRES 0 m I ° I�` ° I I o I 1 \ S02°55'49"E 1.07'FROM ITS 104,012 SQ.FT. Z n I I`�1 I° I OD COMPUTED POSITION rn m IG� i m � ID° 1°° w31 � , w — ° 6'13°W S8�21'5g" 17.520 W o o A A m m 83 W Ko - $7 572 6' ��, w ,- 1 cio ��QO � IV ; j1 iv, I�QG3CDL5d OH , �� O m o LEGEND MOO[ ° �00gg3G°�C�i° f10e \\\%#\.;4„ �,9\ \q,� X91 o - \@" w Rome `° �;0 cW„ oKo S ALUMINUM COUNTY SECTION �I ,4 �T\" ID Z = z CORNER MONUMENT FOUND I \ '1 \V 9-> I I g,70� O • 1 5/16"0.0.IRON PIPE FOUND — — — — _�� • 3/4"O.D.IRON PIPE FOUND LO4 ca °�°M° pH 1 m _"ID —"— '14��W ,----- °20 • 3/4"IRON REBAR FOUND dC,d S O j c9 0 I 58936.40' j p 3/4"X 18"IRON REBAR SET WEIGH1wi�•. ••• ••.•/AI��i,,/ I MGvPLQ44C D L�QCfJDV �/ 1.50 LBS.PER LINEAR FOOT �// 100'ROADWAY SETBACK LINE _ FDWIN;C, 'j00 I SCALE IN FEET 1" = 200' g�// n • S-2487 : —•—.... / • SOIL TEST LOCATION AMER 0 200/ � --- -- PROPOSED DRIVE Q / CURVE DATA TABLE ''o.,,,,,� LIRV G\��``��6 ,0.A— AT/ NUMBER RADIUS CENTRAL ANGLE CHORD BSA m CHORD LENGTH ARC LENGTH TANGENT IN TANGENT OUT Cl 49.00' 47 039'55" N09°58'32.5"E 39.60' 40.76' N13°5125"W N33°48'30"E C2 80.00' 214 029'42" N73°26'21"W 152.81' 299.49' N33°48'30"E S00°4112"E C3 80.00' 82°30'18" N07°26'39"W 105.50' 115.20' N33°48'30"E N48°41'48"W C4 80.00' 51°0313" N74°13'24.5"W 68.95' 71,28' N48°41'48"W S80°14'59"W C5 80.00' 70 026'50" S45°01'34"W 92.28' 98.36' S80°14'59"W S09°48'09'W C6 .80.00' 10 02921" SO4°33'28.5"W 14.63' 14.65' S09°48'09'W S00°41'12"E THIS INSTRUMENT DRAFTED BY SAM ADAMS SHEET 1 OF 2 SHEETS JOB NO.05-60 DATE 8-11-05 REVISED 05-30-06