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HomeMy WebLinkAbout040-1002-30-200 i J ENNINGS STATE BANK STILLWATER 1150 STILLWATER BOULEVARD NORTH, STILLWATER, MN 55082 -7607 PHONE: (651) 351 -1000 FAx: (651) 351 -1009 4 wA N 4 t: URGENT CONFIDENTIAL TO: PHONE: FAX: 7 i,5-_ 3A - Li!, 4, FROM: fl vvt wI v S BANK PHONE: (651) 351 -1000 DIRECT DIAL: Extension BANK FAX: (651) 351 -1009 RE: FAX DATE AND TIME : ) �� � L TOTAL PAGES (INCLUDING COVER PAGE) COMMENTS AND INSTRUCTIONS: Message See attached dated You will receive attached fax copy only. Original to follow via U.S. Mail, public courier or private courier. Please call immediately if fax transmission is not complete. Thank You. ESTABLISHED 1890 • FULL SERVICE BANKING a LOCALLY OWNED AND MANAGED 0 MEMBER FDIC CONFIDENTIALITY NOTICE This fax cover sheet and all document(s) accompanying this fax may contain information which is confidential, information which is legally privileged, information which is legally protected under state and federal banking laws and regulations, or information exempt from disclosure pursuant to said laws. The receipt and use of said information is restricted solely to the intended recipient named above. If you are not the intended recipient, then you are hereby notified that any review, disclosure, copying, distribution or the taking of any action in reliance on the contents of this telecopied information, except its direct delivery to the intended recipient named above, is strictly prohibited. If you are not the intended recipient and if you have received this fax in error, then plea— nn*ffv irnmpr iniPly by telephone at (651) 351 -1000 to arrange for-return of the original documents to us £/l 'd 6990'ON NVL9:6 9002 'l Inr ii �ryJ�' ^$; .r.. ; +� '..lr •�'v /.• ...?... :; J'a•« r �a "�' :.: _ '4 • ��F, r e•'Y: r, - �!`7N.%i.r s r,;kS +•.k Y_ , :I! : ;`~ ::i...tb e'r. Y )�'. • :'..• �J� . -._._ :. r ; • ..r:: :. ��,�+��i rr", _.Z. ••• .- •. ' ;" -. ,.. "n�i. ..,+X �. •'F. ,. _ '�1: -- 'kk. !.[ �C.._.�t.'t _.�..,.. .. >.h e. {.. From: TODD FEATHERSTONE To: SCOTT SAMMONS Date: 7/1/2005 Time: 10:02:48 AM Page 1 of 2 07/p1/06 FRI 0868 FAg 716 3 88 4888 r�l ooi and BuiWbW 5 t. c o o t Ic zot w. Ave., P 70e2 M saMm PmO tft~ (a be NOW E. ycA.>, De rtment of Commerce ()Z61 Sanitary Permit Applica>bp>r� soft R" `A%W*w AN 100- 4*iC�V�UI.Wk.AAMLC:oftp4silWkhmmWmwu my,re gsd,i for aeooadary pwpoew 1Mteoy 4w, s13.o1(1 xm) +' rroletx dim Oft.Nii�) AppYte �/ "�' • dm infennew — lkaae Rriet A• Is[orprrtiM— • _ i i o..r e NRMd L✓ND pared r Bkwk r 46a, 1% _- pwpaly Oehri's 1Neile� 1►dd(rUt " P L oaati rM �] f /"o Citystre �. a d111�>I #vPJ 4J S 1 or2 �-� r lw R„_�Or W IL �� (a>tme 3 �K� M natatt�r Est rem ibroe►.eias_1Vgmb.rerBedneome 7�//" �q� vo /. i7 P. yG o ✓ D ptrd- uactta. We Q s�eow- ,W -psa. U. p l sr, C 3.9 °I X ! 13 Cbw ❑unfree e aL of male (Cheek oW eee b*z oa live A Gmplete dnt $ fd ap table) A- 14ew Slam ❑ Raplewemt ftow ❑ T meamoam reefs R,puce+pmt oey D Other Medw e. w sw s,-W, B• ❑ Perfaic R meai © rant Revwen ❑ f'amft 1Vember ath� Drue Mawd Chimde or O ramie'<tisrarer to Neer Bryam M rhattUa o..Q rowla an tt6rrR li ❑ 1do" - Pimtaieed 4►Cwv®d ❑ MarM Z 7A i4 a[tidhle coif Ma.d t 24 in. of wi"lc mil a 11t•4.aae 0 SUP& lw 9Mnd 1Fsiur ❑ Conswww w atead O rrmuess d inzromw O mw Tank 0 rst Bite O I1wwo Tno meat unit O Rcomuiatins Sand Filter 0 Recircuwi thatic 1r[oaiw Piker Q qgft ❑ mv f.ine ❑ (itayd.tep P ❑other Dudgm v eexat Y , r2 b7onv (gpd) it u t Ra ( ,peaeat Area M Syatwt f �tea,tioa So _ .o `i'•�' SGT yS a �7q`�• lD�. �+7 r vwww Cdlons oruaw Go"ercte CA 01 pl - ohm Doeiesweeber p — : VII. At8 edfaiUgr 9tftemeat- 1. the memo t'espoon'biifty review ollnuoa of" POW= riewe ee the atpteMed R.. "k M3 R 47-- bar•, z�4 - t - I.Y )IS 77ol 3qq( PWOWS (Street, City, tna tip Cade t�.t�� ne o■ Appetry d ❑ D6*Mv#W an remu Fee (tnciudoe Crrovodwuer ne Agent �e 7 L 0 4w"ar G ivttn ftwm ft Daniel tee, , 3 9 3 QC a fit. p�roreYRea t"= ter Dfe.pprovaI ,rye �C u �yttd'xe S YSTEM OWNER' ptic tank, effluent filter and s • dlgpersal cell must all e b lumber. as per management plan P be maintained �,•�/ $' dArd 7�° 2. All t;Btb a S try t!, the Coun4eow fr eM WNW ea irk *1 1 In C,rrvh,Q� � o{� � • lr�� r�R- - � r se�,s -�• SBD -6398 (R. 08/ �d,d et '�•� vet s r•-� �,- say '! Ply f w° -- 06 TntA-� JV�aa�� -JO 6e 01' AAC E/Z 'd 6990'ON NV89:6 9002 'l 'IMP From: TODD FEATHERSTONE To: SCOTT SAMMONS Date: 7/1/2005 Time: 10:02:48 AM Page 2 of 2 07/01,/05 FRI 08:59 FAX 715 386 4686 11002 ., �.T DON, R, I 9-W.. •1- A. c),f Tioy loomm a--- -� f r gdon 136.98' SSE ppR�SSPpN F NCF .. .' p . a .arYlY1Y,1Y.arp'u ' t'• ' rtir...� ... •r,A�.ryr ' P. '"'•~ ' � � � i� Nn .. ,s £/£ 'd 6990' 4Nvjo:O 9004 ' l inp Parcel #: 040 - 1002 -30 -225 07101/2005 01:37 PM PAGE 1 OF 1 Alt. Parcel #: 01.28.19.13C -30 040 - TOWN OF TROY Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 09/08/2004 00 0 Tax Address: Owner(s): * = Current Owner DIRK A & MARLYS M LINDNER " LINDNER, DIRK A & MARLYS M 544 BOUNDARY RD HUDSON WI 54016 Districts: SC = School SP = Special Property Address(es): * = Primary Type Dist # Description SC 2611 SCH D OF HUDSON SP 1700 WITC Legal Description: Acres: 3.320 Plat: 4831 -CSM 18 -4831 040 -04 SEC 1 T28N R1 9W PT NE SE FKA CSM 17 -4620 Block/Condo Bldg: LOT 01 LOT 2 (5.560AC) & CSM 9 -2559 (4.085 AC) NKA CSM 18 -4831 LOT 1 (3.32 AC) Tract(s): (Sec- Twn -Rng 40 1/4 160 1/4) 01- 28N -19W NE SE Notes: Parcel History: Date Doc # Vol /Page Type 09/08/2004 773730 18/4831 CSM 11/19/2003 746974 2459/108 WD 09/29/2003 741696 17/4620 CSM 07/23/1997 485/370 2005 SUMMARY Bill #: Fair Market Value: Assessed with: 0 Valuations: Last Changed: 04/22/2005 Description Class Acres Land Improve Total State Reason Totals for 2005: General Property 0.000 0 0 0 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 1662 �W `C byo i002 - 30 zoo j3c za ? ? 3 ? 3 QD VOL1g �� PAGE EGI DEED Lo f 2 3 l /es/ 12 :e�AP ly, jl m, rn + CER ,. R m c REC FEE: 13. N p m m Q r COPY FEE: 3.00 c m 'cr s fit rp -� rn p y a' z o c c� Z z � Op Z Z 0�« a m v �'Z � O� 0 m C N a... .r'. - rr � co n Z 0 0 x- Px EAST LINE OF THE W1 /2 OF THE z < W1/2 OF THE NEI/4 OF THESEI /4 O C w � 800 0 0747 'E 666.06' r .,, 112.65 277.83' -4 I m Z .� Z 239.3 5' .......... 629.83 ..... .... Tf ` n . a. o 0 i o0� Z I1� m NrRo I� N V - 6 + ��� 150 Ii�J zo a~ C� m 6 4 111 CO3 50 r Q ri N : / Imo' m N'1 p m � I '11 to - Q I n 0 I� N � x O Z m I N O 03' 7" 3.60' ... .. DRIVE I I AO '+ m I P ? N00 °03'37 "E 374.00 i I C 0 m 4 C 1 ! 103.84' 240.90' I CC n - A c I `�' 344.74' �•' I LS o 0 . 4.4 T... 10 m i d W w 150' a'i �� m m ! N I Op _0 'TIN lo° i t o Z 50, N Py0 b> N I "' : —1 9l . N I� (ADZ rm - 33' 33' 0 3 n� i I I o° O Z o o. m Z a �is iEa � n .a i j m i ° 7 �QI� in 0 0 0 iS N p S5?) o I - m �o WN o i CIN 1 ° I I° p m Z � g ... 4 �3 •7p. � �Q_ - N QA W rn_ _ EXIST Q I - N00 °03'37 E — - — - — NTERLINE O ^'2262 `4' N00 °03' "E N 00°033 7 E 291.01' y m CE (A m - 7-- I 0 �1 a ,m a O T BEARINGS ARE REFERENCED TO THE SHE ET I OF 2 SHEETS ST. CROIX COUNTY COORDINATE SYSTEM Vol 18 Page 483 �/ �.� J✓ Q �© "" CG� � � � � � � 0 � Z REC FE C . - 9 6 c-o'7 VO M H. E A1 3U 1� � REGISTER OF DEEDS 0 A06 2 - ST. CROIX CO-, WI RECEIVED FOR RECORD p m A 09/29/2003 10:40AM '+ g p '[�'][— N°�� o om -' o CERTIFIED SURVEY NAP O 0 �� d� ( (— J o s 13.00 O D - - - -- � Qz (n EAST LINE OF THE W1/2 OF THE c i -m COPY FEE: 3.00 n W1/2 OF THE NE1 /4 OF THE SE1 /4 PAGES: 2 800 °07'41 "E 304.07' 0 m 2 I O iv o = Z A o o C C m '0 T m ' =Z o m c m n ?o -i t T z m o g 9 W I O O I w0 o D O "n a 1 „ O 0 Q Q A c 1 0 o�i m O 1 @ > IP rQ Q�-4 1�j I� N WX ;p r �m N 1Q I� m �' g- �? O p� I� 1� 0 op Z Z is m Z I d i I� m -+ .�� o 0 wl 1�j J 0:Z In � I �� ,,11 fir+ 0 � O m m N 1 Gili m m I Z z I@ i I� o R _ mo IF 0 4 � IQ � 74 mm o16 N 1� Z� 0 m I � ° ° ail tD I I w o y to z PARCEL IN o 'a 3 v, 0 0 o I° m DOCUMENT #317828 ............ .... I �' m 2 p O m I ..a BOOK 501, PG. 437 I I � t 0 y CD 0 • n 0 CD mm ICJ mN ay NO I F QZ O � 0 d ,� 2L c�0� 0 oo 9 � �c O m� o; � rn 3 � Z CL N Ong < Q (1 ' ` r o m 09'lE `� 4k 0 6I'06ZM,Ii?d0. (D Er � � Z �i Z m � y l g J O 1 A �w3 CD S - HOUSE �, 33' 33' w �: N a o m c Z �..:...... PARCEL IN ............. I DOCUMENT X310777 BOOK 485, PG. R N00 °16'57% 275.13' 17.00 { 258 .13' s oM .T- DQG°3_ MIR _ N00 °03'37E I y 2328.45 F N0 0°03' 3 7" 308 .01' m A n m I 0 0 b' d04 z m Z I M � BEARINGS ARE REFERENCED TO THE � °�aUUV ° �/�LS° 49 p�O �� ST.CROIX000NTYCOORDINATE _- -- i -- I 17 -4620 1 Parcel 040 - 1002 -30 -200 09/27/2004 04:33 PM PAGE IOF1 Alt. Parcel #: 040 - TOWN OF TROY Current X i ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type # of Units 00 0 Tax Address: Owner(s): * = Current Owner * DIRK A & MARLYS M LINDNER LINDNER, DIRK A & MARLYS M �(f�f 544 BOUNDARY RD HUDSON WI 54016 &P Districts: SC = School SP = Special P ddress(es . * =Primary Type Dist # Description * 544 BOUNDARY RD SC 2611 SCH D OF HUDSON SP 1700 WITC at Descri Acre 5.560 Plat: 1800 - CSM 17 -462 ption: 0 040/03 SEC 71 T28N R19W PT NE SEC 17 -4620 LOT Block/Condo Bldg LOT 02 _ f� 2 (5.560AC) Tract(s): (Sec- Twn -Rng 401/4 1601/4) 01- 28N -19W NE SE Notes: Parcel History: Date Doc # Vol /Page Type 11/19/2003 746974 2459/108 WD 09/29/2003 741696 17/4620 CSM 07/23/1997 485/370 2004 SUMMARY Bill #: Fair Market Value: Assessed with: 233,300 Valuations Last Changed: 07/16/2004 Description Class Gres Land Improve Total State Reason RESIDENTIAL G1 5.560 60,000 0 6 0,000 NO Totals for 2004: General Property 5.560 60,000 0 60,000 Woodland 0.000 0 0 All 5.560 60,000 0 60,000 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 i Wisconsin Department of Commerce County: Safety and Building D ivision PRIVATE SEWAGE SYSTEM St. Croix _v INSPECTION REPORT Sanitary Permit No: 463003 0 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: City Village X Township Parcel Tax No: Lindner, Dirk I Troy Township 040 - 1002 -30 -200 CST BM Elev: Insp. BM Elev: BM Description: SectionrrowniRange /Map No: 01.28.19.13C20 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark Dosing Alt. BM Aeration Bldg. Sewer Holding St/Ht Inlet St/Ht Outlet TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic Dt Bottom Dosing Header /Man. Aeration Dist. Pipe Holding Bot. System Final Grade PUMP /SIPHON INFORMATION Manufacturer Demand St Cover GPM Model Number TDH Lift Friction Loss System Head TDH Ft Forcemain Length Dia. Dist. to Well SOIL ABSORPTION SYSTEM BED/TRENCH Width Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS SETBACK SYSTEM TO P/L BLDG WELL LAKE /STREAM LEACHING Manufacturer: INFORMATION CHAMBER OR Type Of System: UNIT Model Number: DISTRIBUTION SYSTEM Header /Manifold IDistribution x Hole Size x Hole Spacing Vent to Air Intake Pipe(s) Length Dia Length Dia Spacing SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only Depth Over Depth Over xx Depth of d/Sodded xx Mulched Bedrrrench Center Bed/Trench Edges Topsoil xx Seede g p [ Yes No Yes L] No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: / / Inspection #2: Location: 891 Tower Road Hudson, WI 54016 (NE 1/4 SE 1/4 1 T28N R1 9W) NA Lot 2 Parcel No: 01.28.19.13C20 1.) Alt BM Description = 2.) Bldg sewer length = - amount of cover = Plan revision Required? � ] Yes g No Use other side for additional information. �_ _._ SBD -6710 (R.3l97) Date Insepctors Signature Cert. No. Safety and Buildings Division County s ` C iR 0 r K lVi as 20I W. Washington Ave., P.O. Box 7082 I sonnsin Madison, WI 53707 - 7082 Sanitary Permit Number (to be filled in by Co.) Department Of Commerce (608) 261-6 3 Cxj 3 Sanitary Permit Application p S tate Plan I.D. Number e to accord with Comm 9321 Wis. A (v / ✓ dm. Code, personal information you 'de le � 7 / maybe used for secondary purposes Privacy Law, s15.04(1 )(m) Project Add _ different lin s) I. Application Information - Please Print All Informat�ett- ��' �.... O 7 Q• /002' O• O Property Owner's Name L , /D a Parcel # , F Block # Property 01.e. Mailing AddreA P Location o City, State Zip C POOR 7 4 '�� '/4. motion �-.�. _....�..._T.._...._....d ..,e.. ' 2 � � 1 (circle one) IL of Building T N, R__�br W Type ng (check all that ap ) �)� 1 or 2 Family Dwelling - Number of B V / CSM Number ❑ Pub]WCommercial - Describe Use 7 y/ 9G� / MO. 1 7 P. Y( o ❑ State Owned - Describe Use i ST ' C 3 . R fl X I 1 3 ❑City_ ❑valage Ili ownship of 78 4DY III, Type of Permit: (Check only one box on line Complete line B i plicable) A. Nom_. �ys ❑ Replacement System t1Ho Tank Replacement Only ❑ i&ation to Fxisting System. B. ❑ Permit Renewal ❑ Permit Revision ❑ CA o ❑ Permit Transfer to New nit �Issuei Before Expiration Plumber Owner IV. Type of POWTS System: Check an that !pp ( � ❑ Non - Pressurized Inn- Ground ❑ Mound. > 24 in. of sui soil d < 24 in. of suitablc soil ❑ At -Grade ❑ Single Pass Sand Filter ❑ Constructed Welland ❑ Pressurized In- Ground [01 H ing Tank ❑ Pea ilter ❑ Aerobic Treatment Unit ❑ Recirculating Sand Filter ❑ Recirculating Synthetic Media Filter ❑ Leaching ❑ Drip Line &ave14essPipe ❑ Other (explain) I /i V. Dis ersal/Treatment Area Information: a Design Flow (gpd)� on Dispersal Area ui (sf) Dispersal Area sed (st) System Elevation r 7 z., VL Tank Info t in Total Number Manu Prefab Site Steel Fiber Plastic Gallons Gallons of Units Concrete Constructed Glass New EA Talcs T Septic or Holding Teak a0 w� K/ s Aerobic Treatment Unit d4 Al a od Dosing Chamber 0 rip W VII. Responsibility State ent- I, the undersigned, assume responsibility for installation of the shown on the attached plans. Plumber's Name (Print) P umber's Si Lure ItRt1MPRS Numbs Business Phone Number R . ct3 Ric T - zz4; 7 /s' 7 7A , 3 qtj Plumber's Address (Street, City, State, Zip Code) VIII oun /D rtment Use Oal Approved ❑Disapproved Sanitary Permit Fee (includes Groundwater Date Issued sluing Agent igon (No s) Surcharge Fee) Le) 9/3 , ❑ Owner Given Reason for Denial IX, onditions of Approval/Reasons for Disapproval L - z 14, i en �f 3 /\.n YSTEM OWNER* 3yj �� _ �" ar� �S i �) Septic tank, effluent filter and ��», F3'� v dispersal cell must all be vi r t as per management plan provided p lumber. 2' �y R t be maintained / 44 2. All setback re mus �- ,�y � d S per �Pkk plan (to the Caaaty only) for Ow oa Paper' tlrartsl t • G 14� `i 7 7 SBD -6398 (R. 08/02) �d. wa a �•� vrt s l�ct p 11 � U I i Y n Mtk4 t bw- 0 4 - 0 4' 1 oo-elv X-6- it JRh Le 1000(650 (� gallon septic/pump chamber 136.98' , i CORRE SEE C p CIIpN N pE p R RE"6ZNCE 25.18 n _ ' Safety and Buildings PO BOX 7162 pommerce .Wl.gov MADISON WI 53707 -7162 TDD #: (608) 264 -8777 i www.commerce.state.wi.us /sb www.wisconsin.gov Department of Commerce Jim Doyle, Governor Cory L. Nettles, Secretary August 24, 2004 CUST ID No.226375 ATTN.• POWTS Inspector ROBERT W ULBRICHT ZONING OFFICE ULBRICHT & ASSOCIATES CO ST CROIX COUNTY SPIA 2812 10TH AVE 1101 CARMICHAEL RD SPRING VALLEY WI 54767 HUDSON WI 54016 2 .e�c� ��fv3 003 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 08/24/2006 Identification Numbers Transaction ID No. 1 047765 SITE: Site ID No. 687779 Dirk Linder - Dwelling 3 �� Please refer to both identification numbers, 544 Boundary Rd L above, in all correspondence with the agency. Town of Troy, 54022 St Croix County NE1/4, SE1 /4, S1, T28N, R19W Lot: 2, CSM: 741696 FOR: Description: N ew Mound System 1450 dd Object Type: POWTS Component Manual Regulated Object ID No.: 974428 Maintenance required; 450 GPD Flow rate; 14 in Soil minimum depth to limiting factor from original grade; System(s): 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 described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06, P. o . stats. Con ""l The following conditions shall be met during construction or installation and prior to occupancy or use: PIP DEP.4 1. This system is to be constructed and located in accordance with the approved plans and with the DIVIS10 component manuals listed above. �2. On page 4, the minimum system discharge rate and total dynamic haed shown at the bottom of the page S CURF < S are incorrect. Refer to the top of the page for the accurate values. 3. Concernine the system plot plan, all of the lot lines or the parcel size were not shown as in the approved mound system componen manual. 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. ROBERT W ULBRICHT Page 2 8/24/2004 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 Peter Pagel Private Sewage Plan viewer, Integrated Services WiSMART code: 7633 (608)266-2889, M - F, 0630 - 1500 Hrs pepagel@commerce.state.wi.us cc: Leroy G Jansky, Wastewater Specialist, (715) 726 -2544 I � MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Residential Application INDEX AND TITLE PAGE Project Name: Ditto Lindner Onrnet" s Name: Dirk Unciner Owm ar's Address- 5" Boundry Road Hudson. Wisconsin h s ' Gva S+t f (o w . Legal Description: HEIM, SE1t4, Section 1, T28N -R19W Tip: Tm County- St Croix ,r� Subdivision Name: C S M 7 N / & 16 6101 - 17 1� G L yL Z b tot Number 2 Block Number: Parcel 1.1). NimW C 7 0 / oo 2 Q Plan Tram No.: r Page 1 Index and title CORRECTION NEEDED Pa ge P age 3 tl�h``jl, SEE CORRESPONDENCE � aye Lateral and dose tank ,F co Sage System maintenance sped ications *ANO Rc� Rog8t 'WL Beit, t4r Rte_ mo o # Pa"e 7 Primp ciinie and 1 - cfications Ulbricht &Associates � � Private Sewage Consultants Page � � E valuation R Re p page � ` oNUe��E 2812 1 0th Ave. Page Spring Valley, Wl 54767 page W $Qil Evaluation Report site plan_ Page 11 Mound Design Site Plan Page 12 Wieser Combination Tank Designer: License Number. PRS t* 2Z 43 S Date: 00126103 Phone Number: j-�'?� Signature: V� 1 - -PUffi -Wi% �- Z - �- d 0 L/ Mound Componett Manual for PO TS Yin IQ SQ&106581 -P (N. Q1101L afid SSWMP Publication 9.6 .Dmp of Preswim Dion NeWorks for ST=SAS t01/81) Version 3.11 (R. 00/01) Page 1 Of �� 1 RECEIVED �. _ J G 0 6 2004 t Mound and Pressure Distribution Component Design 300.00 Estimated Wastewater Flow (gpd) 450.00 Design Flow (gpd) 2.00 Site Slope ( %) l� 98.50 Contour Line Elevation (ft) fU.TUIXip_th to Limiting Factor (in) Ulbr 3 ht " ,associates c 0.301n -situ Soil A plication Rate (gpd/ft2) Privs' Consultants 2812 ? L - Ave. W{ 54767 Distribution Cell Information Spring `w 113.00 Dispersal Cell Length Along Contour (ft) _ /t'l Q� S _� 3 -5 1.00 Dispersal Cell Design Loading Rate (gpd/ft2) 1 Influent Wastewater Quality �S / Pressure Distribution Information Center or End Manifold 2 Number of Laterals 0.188Orifice Diameter (in) ( 3.00 Orifice Spacing (ft) 2.00 Force main Diameter (in) 100.00 Force main Length (ft) 90.00 Pump Tank Elevation (f1) 3.25 System Head (ft) x 1.3 16.31 Force main Drain back (gal) 9.97 Vertical Lift (ft) 90.83 5x Void Volume (gal) 1.37 Friction. Loss (ft) 107.14 Minimum Dose Volume (gal) 14.59 Total Dynamic Head (ft) 24.90 System Demand (gpm Z Lateral Diameter Selection 2 )f Treatment Tank Information 1000.00 Septic Tank Capacity (gal) Wieser Manufacturer Dose Tank Information 650.00 Dose Tank Capacity (gal) 17.11 Dose Tank Volume (gal/in) Wieser Manufacturer Effluent Filter Information Zabel Filter Manufacturer A 100 Filter Model Number Project Dirk Lindner Page 2 of 12 Ulbricht & Associates Private Sewage Consultants 2812 1 Qth Ave. Spring Valley, WI 54767 Mound -Plan View --- •---- -• - "•• J 1110 B - Observation Pipe Q K� ` L l �� .17 .. B . u�. . L Mound component Dimensions A 3.99 ft E ffmft in H 1.00 ft K Aft ft B 113.00 ft F in I 11.93 ft L ft D 26.00 in G J 9.63 ft W 450 87 1799.31 (ft Basal Area Available re 3.98 (gpd/ft) Linear Loading Rate 11.30 (ft) 1110 B Obs. Pipe Placement C: ss Section View Aggregate Dispersal Area Finished Grade 102.50 (ft) ► .y.� H t Z F Dispersal Dell 101.17 (ft) Lateral 100.67 (ft)- Invert Dispersal Cell D .. 3 � Elevation - •. t n x _� _'- '" 98.50 (ft) Contour Elevation 3.0 % Site Slope Geotextile fabric cover Shading Key fl . –1— Disp l Cell See lateral details on 0 ; ; Topsoil Cap °- 1.5 ft Page 4 for number; size, C and spacing of laterals. ffffif Subsoil Cap tl 2 Q © F Latera ls are equally ASTM C33 Sand :5 t % 7yp.cal t l spaced from the Tilled Layer c 0.5 ft ! distribution cell's [� Aggregate o �._ �- centerline in the 40 --- A distribution cell (AxB). Project: Dirk Lindner Page 3 of 12 Ulbricht & Associates Private Sewage Consultants 2812 10th Ave. ' Spring �� W��I 54767 Cenfer Connection Lateral layout C3atgrratln � Valley , �' `."'W l �X •'- -I- I .sTZ lotv*ti4i -*c.. 44% efi�ic S *. aQ iTW CSC RTatste�� 3t 4j �tv r try ;a3 i 4 Fw $a tt+t .f r#tv P itrrl F?. • Yvrn -JFz wa i�wfl•rst6vw czr r, west- TOULPtu D w.t+ vii e��naet Number of Laterals 2 Orifice Diameter .13 in Lateral ti ter 2.0 in Orifice Spac N 3.01 ft Lateral Length (P) 5579 ft Orifices per• Lateral 19 Laterst sing (S) GM ft Orifice ler*ity 11.87 felorifiW Lateral Flaw Bate 1 Mangold l_ th OM ft �}� F' late 24.90 gpm Manifold Diameter 0.410 in Total ty► c Head 14.59 ft Forr �iin Velocity 2.5 ftfsec Tank Informati t rx -Jong +caxwr w 14100,3(4 lomag d�."- t S"e►a %, ^writ Becifical.*% per WC and Comm wAt. 4 in taxi. Tank root is Pr n4% cs �E• t+ltrr t ran t _ t 4r rnatr cY mmim V WLP10OW01 Manufacture -r 2 im 2 jt 650.00 GaWn g V601* 17, 00 "finch A Dimerwim incties Gallons 8 � � de A 21.74 369.58 8 2,4X1 34,00 C � t fro off "*)n (n) 8.50 110.5 91.20 — 7 — , , — t ISO D 8 136.00 � Total _ . 38.24 650.00 C,k� , —,n WA cttwn. tic. , itt) 3" leddirg wiTer tom. 9t3,t4 Alarm &%nusfacturer 1 '3J EWAro Alarm filod l Ntxnber ti t 101 Pump Kgrx0ackser - W PL imp Most 48,93 gptn at 1 ...... F'rt Mirk Lndner age 4 of 12 SEE CORRESPONDENCF n wuc a be 04 Of Lindne 9 Aj 1000/650 ( t gaRon septictpump chamber rx 1 � PPP 136.98' 1 a � a { F C CRRECT'ON OR N } SEE C EEDED a RESPDNDENC 25.18 "" - r } „ x a P �3 a Mound System!. M- ainterwnca and Oveeratloff - Specif€8sat Ger iica Prowda► s Name � -- Phone POWTS Regulator's Name �- St. Croix County Zoning I Phone 715- 3864680 System Flow and Load Parameters Design Flow - Peak 450 gpd Maximum Influent Particle Size 1/8 in Estimated Flow - Average 300 gpd Maximum BOD5 220 mg1L Septte Tank CapWlty 10Q0 . gal MaXiMUM TSS 150 MWL Soil Absorption Component Size 450 f: Maximum FOG 30 mg/L Type Qf Watewater Domestir. MaK Fecal Co >1 QE4 cV1 QQ m L Service Frequency Septic and Pump Tank inspect and/or service once every 3 years Effluent Filter Should inspect and clean at least once every 3 years Pump and Controls Test once every years Alarm Should test month) Pressure System Laterals should be flushed and pressure tested every 1.5 years Moundl Inspect fur pand and seepage once a 3 • rs Other Miscellaneous Consbucdon and Materials Standards 1. Observation pipes are slotted and materials conform to Table Comm 84.30 -1, have a watertight cap, and are secured in as shown in the mound component manual. 2. Dispersal cell aggregate conforms to Comm 84.30 (6)(i), Wis. Adm. Code. 3. All gravity and pressure piping materials conform to the requirements in Comm 84, Wis. Adm. Code. 4. Tillage of the basal area is accomplished with a mold board or chisel plow. 5. The mound structure and other disturbed areas will be seeded and mulched to prevent soil erosion and help reduce frost penetration. Lateral Tum -up Detail Finished , •........... •. ............. Grade ,t 6-8" Diameter Lawn �, Threaded Cleanout Sprinkler Valve Box Plug or Ball Valve Distribution ........ Lateral _ Deng sweep 99 or Two 45 Degree Bends Same Diameter as Lateral Project: Dirk Lindner -Pa 5 Of to Q 542" 41" 0 84 r �I ° 46 >, < m z , + � + r D n D i rn ++ S i �= m m 3" �► ' m o r- , 5" , Da7r , m r , + „ , t43 ? DKo m + < 0z-_ -4 m Ooz �oz C r➢ a / I CN' C) C 0 O z Z r r Zm z c c m m N p D 0> D"�Z G , T r im�00y� ➢ Z x n O -z D sZ ,omp D z� pmcn o inp cn oc =c = =m —{ r_mz Cpl x U) ➢ mo o r", p er" = -a0 : -Z- to r z N z � < F -P N.. tC D O CO �0 �_ a 0 0 �0��� N p r<+tm o OW c I ° w�W• p Ot�v- D. m v p Oz Z c)c) m -Am m� W O co in < 0D Dr my D'*i D o N r m 0 \\ = z r 0 N � u - v 0 �JC.1 z f<*1 Z Z � p m I A CD Cf) n0 O [ D N D cm -40-9 oc > _i U ° W g �-�J c 0 K m 01 C7 M'- D (7 i m =1 U i r (nom m� <-a 0 mm = n f QO A Q X X FTI r D VJ o� O Dm o z°m Ln 0 < r� (3 i _ o m Z o -u C Z X n o 0 w 7 ° - m C o Ul �r� m -I 0 PUMP PERFORMANCE GL RVE TOTAL DYNAMIC HWIFLOW MODEL 15111521153 KR MINtJT>F 14 46 153 -EFf Lt1ENT AND DEwA7ERiNG 12 40 MODEL 151 152 153 10 - F . Ihn am: J#m Im. a 30 .5 1.5 50 t89 68 . 'm 77 291 t0 le A5 170 St 231 70 269 B 25 151 t5 Al - 38 1" 53 - 301 Sl 231 20 S.1 n 110 44 167 52 187 i? g 20 23 7� t6 61 34 in d2 190 30 9.7 - - 23 87 33 125 I� S 1s - 4 35 10.7 — — �441L BS 10 _ 2 aeat(.n31L 16ny i ikn 6 w4soea 0 i0 80 90 i eMt:ONB L11ERS 40 8{S 1 2, 240 320 360 nm pmAwAm 15;4 ;, Model 151 dodets 1.521 153. -CONWL T FACTmy FOR _ 6 71M SPECIAL AP ICATONS 1/4 3 7/8 4 5/8 3 27/32 4 5/8 • Timed dcsng plg available. • ElesftW aIt4,IrlatwsS for duplex systerlls, are available and 3 7/8 3 27/32 supplied wm an alarm. VwWeJevelt tv*Wm- @ aVall for nlmlllf►g ® 3 7 8 single phase sy(stetns. / 3 27/32 • tie piggyback variable level float switches am avaiWe for vary - MImg and stmt. -mss, � • Sea led Ow *-Box avadaWefai'A4dW4n6tWi0n8. 3l e I ' - PM1420. I • Over 130"F, (64 spedial quotaboti required. ' st 1iJi8 i � 12 a/6 1 -5,itl 015a Swim. �7t 1511f 5I/iS3 YODELS cotdtol Sekdiott - 1 MOdd vob ft , Mode I 4 3/8 5 1/8 N151 115 1 Non 6.0 1 2 or 3 BN151 115 1 Auto 6.0 ko"d 290 3 E151 230 1 Nun 3 1 2 or 3 YE 239 i Aub u + tar 151 § 44 N152 115 1 Non S 5 1 2 ON152 115 1 Aub 615 lmkdw 200 E152 230 1 Non 4.3 1 2or3 0E 552 - =I Auk 4.3 Imk" 20r3 N153 115 1 Non 10.5 t 2or3 BN153 115 1 Auto 10,5 Induded 2 a 3 E153 2 t Non 5.3 1 2 or 3 $Ett?Ct G131pE 1 t AN lnslaMat m of controls. Protection devices and wt61g AoWd -be done-by a qugNod iiceiisedeleMriefie Ageld [ycodessGoutdfie�o9oiredt gMen" racaatit 0E1 died ieO iSa ryada Ad(c3SW I l�SER11� �Rfl�E�D D�SI.GN for unusua(QW4&tts a;(esenre safety factor "is en ineerecl into the " n of a , oefl� pu 9 desiq ._ tnp. > &7m P.Q. wx 1At7 Lotisvik KY 40294347 S Tq, 3W C4wRwRood AI>artd9dtnlrsof.. ® ® Loris t, KY 40211- 1961 Ate „)'"A MW 5Af6 SH I �lQ011Mervwzoel room /`wi7T AV. 15021M2731.fM926"PUMP FAK(Wa 771 -3624 P CJ Mound System Management Plan Pursuant to Comm 83.54, Wis. Adm. Code General This system shag be operated in accordance with Comm 82-84 We. Adm. Code, and shall maintained in accordance with its' component manuals [SOP -IMI -P (N- 01/41) and SMWIP Publication 9:8 (01/81 and local or state pees pertaining to system nmairtormoe and maintenance reporting. No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death. Septic and pump tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tanks are no longer used as POWTS components. Septic or pump tank manhole risers, access risers and covers should be inspected for water tightness, and soundness. Access openings used for service and assessment shag be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to fall re mast be replaced. Exposed access openings greater than 84iches in diameter sing be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component. Septic Tank The septic tank shag be maintained by an individual certified to service septic tanks under s. 281.48, State. The contents of the tank shall be disposed of in accordance with NR 113, Wis. Adm. Code. The operating condition of the septic tank and outlet filter she assessed at least once every 3 years by Inspection. The outlet filter shag be cleaned as nary to wisure proper operation. The filter cartridge should not be removed unless provisions are made to retain sdhtid in the tarok that may slough off the filter when removed from its endure. If the filter Is equipped with an alarm, the fitter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shag have its contents removed when the volume of sludge and scum In the tank exceed 113 the liquid volume of the tank. If the contents of the tank. are not removed at the time of a triennial assessment, maintenance. personnel shag advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. The addition of logical or chemical additives to enhance septic tank performance is generally not required. Hw�, N such products are used they shag be approved for septic tank use by ft Department of Commerce. Pum Tank The pump (dosing) tank shag be inspected at least once every 3 years. AN switches, alarms, and pumps shag be tested to verify proper operation. If an effluent filter is installed within the tank it shag be inspected and serviced as necessary. and Press tsuo:Rnd nh<ss Wstribrttiott 3ystrnn No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mound shag be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other titan for vegetative maintenance) on the mound is not recommended since sod compaction may hinder aeratian of the infiltrative ssrfaro witl>in the mcntttd and snow compaction in the winter wPJ promote frost penetration. Cold weather installations (October- February) dictate that the mound be heavily mulched as protection from freezing. Influent quality into the mound system may not exceed 220 mg/L BOD mg/L TSS, and 30 mg/L FOG for septic tank effluent or 30 milt OON, 30 mgt. TS9, tO mg1L FOG, and i O chi t)0 mL for highly treated effluent. Influent itmv may not exceed maximum'design flow specified in the permit for this installation. The pressure detnbution system is provided with a flushing point at the end of each lateral, and it is recommended that each lateral be flushed of accumulated solids at least once every 18 months. When a pressure test is performed it should be compared to.the initial test when the system was installed to determine if orifice dogging has occurred and if orifice deaning is required to maintain equal distribution within the dispersal cell. Observation pipes Within the dfepemai cell shag be checked for effluent pondirg. Pondarg levels shag be reported to the owmer, and my Weis above 8 incihes considered as an Impending hydraulic fame requiring addhiouai, more frequent miring. Contingency Plan if the septic tank or any of its components become defective the tank or component shall be repaired or replaced to creep the system in proper operating condition. If the dosing tank, pump ; pump corms, alarm or related wiring becomes defective the defective component(s) shag be immediately repaired or replaced with a corrhparrerrt of the same or equal perfomance. If the momid component fails to accept wastewater or begins to discharge wastewater to the ground surface, it wit be repaired or replaced in its' present location by Increasing basal area if toe leakage occurs or by removing biologically dogged absorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. See lade 8 of finis . ter the rtdiix►e said t>u� is e _ - ge pier+ tedaphone be f ic>�f POWTS � and sehvuse wider. y� � Project: Dirk Lindner i ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM 7 OwnerBuyer :P K 4;"V pin Mailing Address s y7 �3 f���J� �/ �D • �-- property Address ?q, (Verification required from Planning Deparfinent for new construction) city /State #1) 0 A.) W I • Parcel Identification Number y ' D O 2 •3 b • Z LEGAL DESCRIPTION v Pro Location 'V6' r/44, s ys, Sec. f . T?� N -R /- , Town of T� �J PAY W Z Subdivision . Lot t /# 7 �D �O Volume / 7 . Page # Certified Survey Map # Y� Warren ty Deed # '7 Volume 0- Volume # l oK.- Spec house ❑ yes )k no Lot lines identifiable A yes ❑ no iRYfiTtiiM MAINTENANCE Improper use and maintenanceof your septic system could result in its premature failure to handle wastes. Propermamtenance corusists 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 Amcdon of the septic tank as a treatment stage in the waste disposal system. The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by flue owner and by a undorplut� j�ymanplundw, testrictedplumber or a licensed pumper verifying that (1) the on4te wastmmterdisposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 113 fall of sludge. Uwe, *e undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set froth, heroin, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30 days of the three year !Ijpoon date. TB DATE OWNER CERTIFICATION I (we) certify that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the owner($) of die property x=1bcd abov by virtue of a warranty deed recorded in Register of Deeds Office. /0 t3NA1 APPLI NT DATE « « « « «« being revoked b the « « «««« . Any information that is mis- represented may result is the sanitary permit Y ��g �' «« Include with this application: a stamped warranty deed from the Register of Deeds office a copy of the certified survey map if reference is made in the warranty deed OIUGINA,L r - } , t U 2 4 5 9 P 1 0 8 746974 KATHLEEN H. WALSH STATE BAR OF WISCONSIN FORM 2 - 2000 REGISTER OF DEEDS Ibcttmem Number WARRANTY DEED ST. CROIX CO. WI RECEIVED FOR RECORD This Deed, made between Charles O. Lewis, Jr. and Ruth A. LeLvds, 11/19/2083 09 : 30A1t husband and wife Grantor, and D irk A. Lindner and Marlys M. Lindner• husband and wife as survivorship marital property Grantee. WARRANTY DEED Grantor, for a valuable consideration, conveys and warrants to Grantee EX9PT # the following described real estate in St. Croix County, State of Wisconsin (if REC FEE: 11.00 more space is needed, please attach addendum): TRAILS FEE: 180.00 LOT TWO (2) OF CERTIFIED SURVEY MAP IN VOLUME COPY FEE: CC FEE: SEVENTEEN (17) OF CERTIFIED SURVEY MAPS, PAGE 4620, AS PAGES: 1 DOCUMENT NUMBER 741696, FILED IN ST. CROIX COUNTY REGISTER OF DEEDS OFFICE ON SEPTEMBER 29, 2003, BEING LOCATED IN THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER (NE 1/4 OF SE 1/4) OF SECTION ONE (1), TOWNSHIP TWENTY EIGHT (28) NORTH, RANGE NINETEEN (19) WEST, TOWN OF TROY. Subject to Tower Road and Boundary Road rights of way. recording Ana Name and Realm Address Ms. Tracy Bruesewitz First National Bank of River Falls P. O. Box 166 River Falls, WI 54022 -0166 Part o f 40- 1002- 404)00 & 40- 1002 -30 -000 Parcel Identification Number (PFNTT) This is not homestead property. (is) (is not) Exceptions to warranties: easements, restrictions and rights of way of record, if any. Dated this �_ day of October, 2003 * * Charles O. Lewis, Jr. + * Ruth A. Lewis AUTHENTICATION ACKNOWLEDGMENT Signature(s) STATE OF WISCONSIN ) ) ss. PIERCE County. ) authenticated this day of , Personally came before me this 1, A day of , 2003 the above named * Charles O. Lewis, Jr. and Ruth A. Lewis__ TITLE: MEMBER STATE BAR OF WISCONSIN (If not, to me known to be the person(s) whop @V$d the foregoing authorized by §706.06, Wis. Stats.) instrument and acknowledged th salxE! THIS INSTRUMENT WAS DRAFTED BY f /•' . ''•�'�t� Joseph D. Boles - Attorney at Law * ti River Falls, WI 54022 Notary Public, State df My Commission is permane "' �� Rate: (Signatures may be authenticated or acknowledged. Both are not necessary.) ) t Names of persons signing in any capacity must be typed or printed below their signature. ]NFO= O,y`�( Jy` 1,dawfoproforms.com STATE BAR OF WISCONSIN 4 f t1f Vl WARRANTY DEED FORM No. 2 - 2000 ' 'MrNl,sn' �64"o,`, ((� I MAY 18 2004 7 4 1 6 9 6 { r .r - -- - --- VOL / PAGE S.. CROfY, COUIITY KAT H. SURUEYOR'SRECORD REGISTER OF DEEDS ST. CROIX CO., MfI uml RECEIVED FOR RECORD 0 m A 09/29/2003 10:40AH N EAST LINE OF THE W112 OF THE ° z CERTIFIED SURVEY MAP REC FEE: 13.00 0 W1/2 OF THE NE1 /4 OF THE SE1 /4 COPY FEE: 3.00 r s00 0 07'41"E 304.07 PAGES: 2 m 277.83' °Z r m a HUM ��� O 0 m m �,� . g 01 p m " o S "n 0 i�1 ' Q 0 Q 0 Ig I 0 N o r Mgr I� Q • 0 O O I@ ` A IDS N I� f O co r O — C I � I ca ° $ ; m Zm �I j`� C: p 0'0 Z 00 z (0 CD m En IQv ' o Q Q� �P o o�� N o c I� m I " �� to �� � �@ o� �D o�w� nm o 6 I PARCEL I —� I •v -o y c> > a DOCUMENT G1 I g o 0 ° � 3 �—° n O m I � al _� 9 317 < 'R w � .i 00K 501, #3 N (� ? � = o ° O 0 Q 0 w w Q . i �i O�� I� " C -4 cm z 0019 1@ w �N o� I� mcyu N ^ CD C w7� \/m m m g 3 CD Z M Zr On � ~ 3 m� no rm — — a N n 66ZM.LVd04014 1E ? l'0 .7 Z O �w o r i i d w o Z ^� v ► o 34 33' 33 c� g .... - CL ' N N Z �2 DOCUMENT #310777 °N°- c RL N00°18'57'W 27503' �5' pG• c8 N 17.00 25 .13 QNJ D e ° E G°3UO G�1D N00 °0337"E 2328.45' N0 " 308 .01' m , m BEARINGS ARE REFERENCED TO THE Z ST. CROIX COUNTY COORDINATE SYSTEM ® 17 -4620 r� mo mow. 0 6 06.2 - 30 -too 13 -!b 74 1 6'96 Lo( VOL/_7 Y��d (� 9� - Sao a - 3 C� - �ov !�3 .•�� KAT H. w1cL3H REGISTER OF DEEDS ST. CROIX CO. L wI RECEIVED FOR K ECORD m a 09/29/2003 10:40AM N EAST LINE OF THE W1/2 OF THE 03 REC 13.00 M AP W1/2 OF THE NE1 /4 OF THE SE1 /4 COPY FEE: 3.00 00 304.07 PAGES: 2 M 277.83' o Z T m O M SEN m 0§r- m t §o 2 1 g i rt - - - M 8 i� 'C26 9 T 9 I W H a J; I O 0 0 10 S N a r �3 r O I� I O• O W y V�� I� > I@QN In' I xp r � �, x 0 cI N 2 E � 0o I I� m 0 C g- ' I o zr z z .1 Zm 0 ca M Z d a p I R m o��i� N � � I� - N i m m 8� mE I� z� z m cQ ca O � z �� Am O Z � i 0 I Doc PARCE IN 01 I c�� '�v 0 B �—° y O �► L OOK 501, PG 1 8 437 .................. N I m a g a �$ C) Roc D I l 00 N- 7 11 N IR M y Q IM I �. �� C E m 0 N W l ro �� a� m n rim X 0 CD o NO Q z �0 CD �� 3 Nn'Q — — � Av08ZM.11<,LO.00N 09'lE d z O m cD CD z' r - -� W R o r I I n y o, z N d i 33' 33' < 3 -4 4 i w � � .................. PARCEL fN ........... N EL Z DOCUM #310777 �' a • p� BOOK 485, PG. 370 .00 NOO °18'57 258.1375.13' QV NOO °03'3TE — - - - — N 2328.45' NO " 308 .01' m Om I $N d0 44 0 �z CO \I L U y pa �� BEARINGS ARE REFERENCED TO THE _ O _ Z ST. CROIX COUNTY COORDINATE SYSTEM 17 -4620 ai I� f G rrc {3 04-7� /�