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HomeMy WebLinkAbout231-1065-90-300 n . 0 c tv O n y C N O CD 3 m 3 n1. v w • T :1 ID a � :r m ( U ` 1 .. O m Cn """ m z to z O A m C7 N N e j • 7 Cil D' O� C O O PQ O CD V7 a CD @ A W ' p CD to S O O O r7 8D CD p CD a cn m OW 1 N N a 7 N N OD ^t CO O O O H tS 7 CD z• co O O C C O 7 O C) W O CL K N N W a O C d C ►� !V o V D a CD ua w d T W to c oo o n� 3 r c° a O (D , z z O N CD (may co (\i 4 CL •� 0 0 N N Q tD A N N ', N .O+ 5 l�Y C � 0 -0 (V a o 0 o .� �• cn a _ �cr O v v d (D n CD N `° (D m ti m to N Ul z o ° r zz� C) =� O D D j O. 7 (D O _ 3 `f O 3 m c A 2 A CD a 3 0 Z w Cl) o CD z 0 N Z m I w CD a I fD Q O CD p N 7 N 0 Q N Ada) a0 7 S7 v� G x O 7 3 _ Q O O .C. O ID —3 (D - 0. 3 7 0 7 n. O N O N C c�����0n ia�Z� o a 3 0 Er n O � c° x N� n CD (D "C O N N O Q� 7 .�'. 3 CD y N fD Q j N O' O C 3 0 0 3 N n 0 -' V N ,... 7 �• CD 0 O 7 3 N W 0. 7 a 7 7 7�ay0 aN"N 0 f0 r 7' ^ CD I'D N O N= S W W .0 g 7 a� O �� }C a y 0 7 �� O Cnm ! V O n 7 O CD O 0 Ln O N T.� 7 Sj �. O d �ap'< yO O N d S y to = CD 7 N O CD �• O O Q ? O 7 : �O 7 N O0 ^ CD O y C 0 N 7 R O O O (fl Q ti W O V O a ti i3 7'3.4 1 63 VOL 19 PAGE 4977 KAT9EEEK H. REGISTER OF DEEDS CERTIFIED SURVEY MAP NO . R ECEIVED X FOR . RECORD VOLUME 19 PAGE 4977 05/05/2005 10:30AM CERTIFIED SURVEY MAP BEING LOTS 2 AND 3, CERTIFIED SURVEY MAP 32 LOCATED IN PART OF THE NW 1/4 OF THE SE I /4 }.'I R C T30 N, 215 W, CITY OF GLENWOOD CITY _ - OUNTY, WISCONSIN. o z� _ _ - - - - -'` AM L i 1 / 8° 38; , /3 75 44-�E ST. CROIX COU %/ SURVEYOR'S RER D –+� �L� : P.O.B. ILA ' !r" EXIST. ASPHALT �-- "�� DRIVE SEPTIC C4 Q.l o/ M1�% Llos N c lS — Vv- P�•_....- 2 \O•�A ,m!GARO %3WEL i�/ i p HOUSE n ' "I / EX S qS'�'� _ �= LOT 13 �A DRIVE X12,308 50. FT. 3? W w SHEO WELL 2.12 AC. i «J �� �• su3l - HOUSE ° i of o 589 23'04 "W 297.50' I o LOT 12 V SE PTI C ENT � I i N Z 85,978 S0. FT. 2.20 AC. I-- N i � M i �2 i i O N � 589 23'04 "W 318.64' CURVE DATA Pd. S—L. � 4 CURVE RAC)iUS CENTRAL ANGLE CHORD LENGTH CHORD BEARING ARC B.T. BEARING F.T. BEARkJC 1 -2 633.40' 03 23'52" 37.56 N73' 18'02'- 37.55' N74 59'58"E N71' 36'06'- 2-3 633.40' 18'4r24" 206.62' N62° 15'20'- 205.70' N71 ° 36'07'- N52' S4'43"E 3 -4 185.50' 58' 26'31" 181.12' N82° 07'54 "E 189.21' 568' 38'46 'E N52' 54'43e 1 -3 633.40' 22'05'15" 242.67' N63'57'21"E 244.18' N52 54'43- N74 59'58 "E OWNERS: NOTE The intent of this survey is to x James R. and Christine L. Vandyke certify the location of the lot line between So 421 Walnut Ridgge Drive recorded Lots 2 and 3. Certified Survey Map Glenwood City, W1 54013 No. 3223. There was a deed recorded ,Y o Tom Carlson (Vol. 1979, Page 220) that realigned the Glenwood Walnut Ridge 54013 St. Croix County Zoning Deportment o W common line between Lots 2 and 3. o Glenwood City• requested to hove a survey o N re q y performed PREPARED FOR: to certify the lot line location.' Edina Realty Title 6800 France Avenue South y Suite 410 °f S� Edina, MN 55435 so DRAFTED BY: Ronald D. Jasperson \4 - o5 1V� 1 v MAtAND, LEGEND SCALE: 1" X100' > liek .........Government Corner (as noted) p .......... lbs x a Iron Rebar Weighing 1.5 lbs. I 1.502 /lineneal ft. W 0' 100' 200' .. - - -... Found 3/4" Iron Rebar Vol 19 Page 4977 Sheet 1of 2 a Ul Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division _- INSPECTION REPORT sanitary Permit No: 420414 0 E,'ENERAL INFORMATION (ATTACH TO HERMIT) State Plan ID No: Gt Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. - 7 S l Permit Holder's Name: X City Village Township Parcel Tax No: Booth, Marvin Cit of Glenwood 231 - 1065 -90 -000 CST BM Elev: Insp. BM Elev: BM De ription: TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic , / ) Benct ark _ v y ` Dosing � �7'►� � O �V Alt. B / M� Aeration Bldg. Sewer •6D r-7 Z• / Holding - St/Ht Inlet St/Ht Outlet TANK SETBACK INFORMATION TANK TO 1 _4P/L 1�/El_ v y BL Septic V�Air Intake ROAD Dt Inlet d (ab , l I � 2 � 1 � ' 1 1- Dt Bottom Dosing Header /Man. Aeration Dist. Pipe Holding Bot. System PUMP /SIPHON INFORMATION Final Grade C �. 4-' , 3. - 7 S Manufacturer Demand St Cover U L 1�S GPM it . O f c I 3.3 . 5 Model Number TDH Li / J �7 Friction Logs System He ,/ TDH Ft L l v q . < j Force main Length f Dia. h Dist. to Well �� , SOIL ABSO TION SYSTEM - 3 Z Z BED/TRENCH Width i Len th ! No. Of Trenches PIT DIMENSIONS No. Of Pits Insi a. Liquid Depth DIMENSIONS v ' 1. d 1/ SETBACK SYSTEM TO P/L BLDG WELL jt LAKE /STREAM LEAC G Manufacturer: INFORMATION Type Of $,yste�; :^^ � � / � a C R OR � § ('V, I 7 T Model Number: DISTRIBUTION SYSTEM Header/Manifo d IDistribution n Pipe(s) i� f I x Hole Si / ) /2 I x Hole Spacing to Air I t o Z / Length Dia Length 0 V Dia "< Spacing � � / o SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only " �- Depth Over Depth Over xx Depth of xx Seeded /Sodded xx Mulched r Bed/Trench Center Bed/Trench Edges Topsoil Yes EMI No a Yes No �� COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: / n Inspection #2: / / Location: 423Walnut Ridge Ridge Dr. Glenwood City, WI 54013 (NW 1/4 SE 1/4 23 T30N R1 A Lot 3 Parcel No: 23.30.15.898 1.) Alt BM Description = sr. ���' _��� <<1 A a� 7� /�,�►. 2.) Bldg sewer length = 77 t � �y� ^ bv amount of cover = (g (�¢$j h Y , q 9 -llyc �_ 3.) Contou r = ',,, . l � � � — � - �` � d a�2 heC.G�i 11; � cl�ulu a �( tax - -- - -- -- -- -� - Plan revision Required? � I Yes Use other side for additional information. -- Date `f .7"1Syr q? _ —,, ?15' 2(�S' 707.�Cert. No. SBD -6710 (R.3/97) i � z "' � � � —� � � �v'�° -�-4�c — �'up �� �rYHy � � .��� � ��' 'T'M'S "!J 41- 1 421 k�(.IT Q.046 6P_(&rreP- 64t6W4Ueop CtT`� Sanitary Permit Application Safety & Buildings Division In accord with Comm 83.21. Wis. Adm. Code 201 W. Washington Ave. See reverse side for instructions for completing this application PO Box 7302 lViscons Personal information you provide may be used for secondan purposes Madison. WI 53707 -730' Department of Commerce [Privacy Law, s. 15.04 1 O( m )] (Submit completed form to county if r e_7 _5 1 0-0 ve S state owner Attach complete plans (to the county copy only) for the system Ctr less.t1=_8.: / 1 1 inches in size. Coun D State Sanitary Permit i N ❑ Check if revisi n to prims,�p�J, a ipkgon. ' I - State an 1. D. Number / T I I. Application Information - Please Print all Information Loc ion: � Location e Property Owner Name Pro P 5 AS ' 2-7 A5jF1/4, S. T�d,N. R 44M W Property Owner's Mailing Address. Lot qumber Block Number City, State Zip CocV Phon Number Subdivision Name or CSM Number II, Type of Building: check one) ( S . If hp 3Z2 -) �( 1 or 2 Family Dwelling —No. of Bedrooms: t Pag ❑Town of ❑ Public/Commercial (describe use): _� e ❑ State -owned III Type of Permit: (Check only one box on line A. Check box on line B if applicable) Ne rest Road �v A) I. New System 2. ❑ Replacement 3. 11 Replacement of 4. ❑ Addition to Parcel Tax Numbers System Tank Only Existing System D B) Permit Number Date Issued ❑ A Sanitary Permit was previously issued IV. Type of POWT System: (Check all that apply) k•--I� • Non - pressurized In- ground I ,Mound 0 Sand Filter ❑ Constructed Wetland • Pressurized In ground y r , i ,_0 ❑ Holding Tank ❑ Single Pass ❑ Drip Line • At -grade ' ❑ Aerobic Treatment Unit f u ❑ Re ' cul fi g ❑ Other: Qo t �� ` ©.g3 �o r • Dis ersal/Treatmen Area Information: 1 1. Design Flow (gpd) 2. DispersalArea 3. Dispersal Area 4. Soil Application 5. Percolation Rate 6. System Elevation 7. Final Grade Required Proposed Rate (Gals. /day /sq. ft.) (Min. /inch) Elevation VI Tank Capal in Total # of Manufacturer Prefab Site Steel Fiber- Plastic Information Gallons Gallons Tanks Con- Con- glass New Existing crete structed Tanks Tanks ❑ ❑ ❑ ❑ ieseR ❑ ❑ ❑ ❑ VII Responsibility Statement I, the undersigned, assume res on ibility for installation of the POWTS shown on the attached plans. Plumber's Name (print) Plum er's Signature (no stamps): MPAIMM No. Business Phone Number Plumber's Address (Street, City, State, Zip Code) VIII County/Department Use Only ❑ Disapproved Sanitary Permit Fee (Includes Groundwater Date Issued Issuing Agent Signature (No stamps) Approved ❑ Owner Given Initial Adverse Surchar ee) Determinations • 2s IX. Conditions of App oval /Reasgs for Disapprov 1• t urT rev t SBD -6398 (R. 07/00) v (. , o I12 - - a ' I , ' I : _ e , �- - - _... - M,4 i I 6 I - ✓ , L� i Safety and Buildings 10541 N RANCH ROAD HAYWARD WI 54843 TDD #: (608) 264 -8777 N visconsin , ,H,.commerce.s i www.wiscon isconsin.gov n.gov Department of Commerce Scott McCallum, Governor Philip Edw. Albert, Secretary September 06, 2002 CUST ID No.222234 ATTN: POWTS Inspector GALE W SMITH ZONING OFFICE TUTTLE CONSTRUCTION ST CROIX COUNTY SPIA 316 E WALNUT ST 1101 CARMICHAEL RD GLENWOOD CITY WI 54013 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 09/06/2004 Identification Numbers Transaction ID No. 784599 SITE: Site ID No. 649769 Marvin Booth Please refer to both identification numbers, Walnut Ridge Dr L above, in all correspondence with the agency. City of Glenwood City, 54013 St Croix County NW 1/4, SE 1/4, S23, T30N, R15W FOR: New mound, 450 GPD Object Type: POWT System Regulated Object ID No.: 868378 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 P,OA chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. G' The following conditions shall be met during construction or installation and prior to occupancy or use: General Approval Conditions: APP TMEN • This system is to be constructed and located in accordance with the enclosed approved plans and with the appSIM of SAi "Mound Component Manual for Septic Tank Effluent for Private Onsite Wastewater Systems SBD- 10691 -P �— ( N.01 101) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems" SBD- 10706 -P (N.01 101). SEE GORF • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. In addition, the owner must insure that the operation, maintenance and monitoring duties as described in section VIII of the mound component manual are complied with. A copy of this information must be given to the owner upon completion of the project. • 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. • 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. Slats. • The maintenance plan for this system must be given to the owner of the POWTS. Note • The "I" dimension of the mound calculates to 9.0'. • The minimum distal pressure required with 5/32" orifices is 3.5'. When calculating the minimum required supply pressure in the total dynamic head calculations, 3.5' times 1.3 becomes 4.55'. • The bottom of the distribution cell shall be level per the Mound Component Manual. • The maximum finished slope of the mound surface shall be equal to or less than 3:1 per the Mound Component Manual. F 4O GALE W SMITH Page 2 9/6/02 • Complete the contingency portion of the user's manual. Reminder • The orientation of the mound system must be such that the longest dimension is oriented along the surface contour per COMM 83.44(6)(a)2. • Limit activities in the area 15' beyond the down slope edge of the mound per Mound Component Manual. • Surface water drainage shall be diverted away from the system area per Mound Component Manual. • Materials shall conform to the requirements of COMM 84. • Maintain well and waterline set backs per COMM 83.43(8)(1). • Anchor tank as necessary to negate buoyant forces per COMM 83.43(8)(g). • Provide frost protection per COMM 83.43(8)(c). • Holes must be drilled with a sharp bit and all burrs and foreign matter removed before installation. 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 of the responsibility for designing 1 relieve the designer g g a safe building, structure, or component. shall P Y Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address q g corres P 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, operati r maintenance of the POWTS. Sin a y, Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 -� Patri ciao S dorf POWTS Plan Re iewe , Integrated Services WiSMART code: 7633 (715) 634- 7810 . (715) 634-5150, M -F 7:45 am - 4:30 pm pshandorf@commerce.state.wi.us cc: Leroy G Jansky , Wastewater Specialist, (715) 726 -2544 j21- tl d /6Z MOUND SYSTEM DESIGN Residential Application INDEX AND TITLE SHEET (l/e Project 3 6 g M "a f-/ /V,/ S� S ��' /U/ Owner M AR V Jiy ,?00 7� Address /t 'V e P F, 6;4 e 6 z,v d o a 4,1e 6 �013' Legal Description / 5 j S 3 , � N /9 f✓�L G 6l ehl w DO Gf i/ County Sf' X Subdivision Name JVh//V yf %d9e 57 ;LOt No. .Parcel ID Number vZ.� /� 10p� �� - -� vo 1�.T�5• Plan Transaction Number 4ona 4 E a l� ( Of MMER GS Index and title sheet Page 1 ETY Mound calculations Page 2 Mound drawings Page 3 E Pres. dist. calcs. and laterals Page 4 NDE TDH and pump tank drawing Page 5 Pump curve Page 6 S� Site plan Page 7 1 I Soil test (a,b,& c of page 8) Page 8 61 A / Designer 1'6" S/yf J / `j License Number Signatur Phone No. Date Notice: Tampering with this file by unauthorized persons is prohibited. Deliberate modification will result in disciplinary action under s. 145.10, Wis. Stats. Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Cr • Page of y MOUND SYSTEM CROSS SECTION Synthetic Covering Distribution Pipe Med. /Coarse Sand H G 6" Topsoil F r� 1 Plow Layer-7 E Foot (0 t Slope - 2YS „ Contour �— Aggregate A = S O• Ft. Owner's Name: B = 9c, o Ft. D = f Ft. Plumber. Signature: E _ � Ft. F = ,,��--, Ft, License Number: G = �_ Ft. Date: H = D om . F�t . I = �v - F t. J = 6,,,' ,'Ft. K = 7, Ft. L Ft. W Ft. MOUND SYSTEM PLAN VIEW Distribution Pipe Observation Pipes J Force Main 0 - A TI w B Permanent I Permanent .Markers Markers , L Pag Of Perforated Pipe Detail e�) End View peR FoK A��d n pV(3 Pipe, Side of cell D �Si Force Miain PVC Insaection box Holes located on bottom of force main are equally spaced Last hole should be next to tYPical long sweep eal with valve or cap Distributation pipe layout P Ft Invert Elevation of Laterals /� R Inches Ft / S )- inches X Inches Signed: Y Inches Liaensei Hole Diameter '�z Inches Date t Lateral " Inches Manifold " Inches GPM Discharge rate per lateral Force 1�'Iain " 0 Inches # of holes/pipe # of laterals 1;21 Page � ✓ �� COMBINATION SEPTIC_ TANK /PUMP CHAMBE 4" Cl Vent Pipe with (No Scale) Approved Locking Manhole Cover Approved Cap, +25' From Buildings W th Warning Label Attached h Weatherproof Approved Junction Box Vent Cap T � 12" Minimum Final Grade -� 6 in }mum 4" Minimum Quick 18" Minimum Disconnect 1/4" Weep Hole Baffl e..' A Alarm 0 B On I *APPROVED Off 6 JOINTS WITH APPROVED PIPE D 3' ONTO Conc. Block ' SOLID SOIL ' V. . °, 3" of Beddi nq Under Tank-/ Note: Pump and Alarm Are On Separate Circuits Number of Doses: -5 Per Day Gallons Per Day /fo - Doses: Z Gallons ' Volume of Backflow: ....... + d;,3 Gallons Tank Manufacturer: Z& /c° S G Total Dose Volume: ........ = o Z,,p Gallons Tank Size-Septic/Pump: /o Do /tea G allons Alarm Manufacturer: 5� T C e c f - I.?D Model Number: Capacities: A3 , ..Li nches or_ �7 Gallons Switch Type: M e + B �-_inches or Gallons Pump Manufacturer: G o w 4 s + C v inches or /o 2 Gallons Model Number: + D inches or Minimum Discharge ate: o Total....._ inches or p o Gallons Vertical Difference Between Pump Off and Distribution ipe: /oZ -o Feet •�Z Minimum Required Supply Pressure: ................. 0..:.` /00 Feet of Force Main x �Friction Factor /100 Feet: +_ et Inch Diameter Force Main /1311- • 3 j 7. y../ Total Dynamic Head: ... ; =feet Internal Tank Dimensions: Length - Width 9"3 ; Liquid Dept Signature License Number _Date VvGS i tJW11'JL " eVill - INI:. ' v v v 12 DUSTRIAL RD, Goulds r'4 ' e�' °'___ y 4N, W{ 54016 • Submers�bl e Effluent Pump - 38 71 EPO4 EP05 APPLICATIONS • Fasteners: 300 series • Fully submerged in high ■ Motor Housing: Cast iron Specifically designed for the stainless stool. grade turbine oil for for etiicient heat transfer, following uses: • Capable of running lubrication and efficient strength, and durability. • Effluent systems dry without damage to heat transfer. ■ Motor Cover: Thermoplas- • Homes components. tic cover with integral handle Motor: Available for automatic and • Farms • EPO4 Single manual operation, Automatic and float switch attachment q e • Heavy duty sump phase: 0.4 HP. models include Mechanical points. • Water transfer 115 or 230 V, 60 Hz, 1550 Float Switch assembled and ■ Power Cable: Severe duty Dewalering RPM, built in overload with automatic reset, preset at the factory. rated oil and water resistant SPECIFICATIONS • EP05 Single phase: 0.5 HP. ■ Bearings: Upper and lower 115 V, 60 Hz, 1550 RPM, FEATURES heavy duty ball bearing Pump: EPO4 built in overload with construction. ■ EPO4 Impeller: Thermo- • Solids handling ca,abili ^/ automatic reset. plastic Semi -open design /4' maximum. • Power cord. 10 fool AGENCY LISTING t�rith pump out vanes for • Capacities up to 55 GPM standard length, 16/3 SJTO mechanical seal rotection. • Total heads. up to 21 leel. with three prong grounding p SP Canadian Standards Association • Discharge size 1 NPf plug. Optional 20 foot ■ EP05 Impeller: Thermo • Mechanical seal. carbon- length, 1G /3 SJTW with plastic enclosed design for (CSA listed model numbers improved performance. end in "F" or "AC ".) rotary/ceramic -sl,i 'onary, three prong grounding plug BUNA-N elaslomers (standard on Lr05) ■ Casing and Base: Rugged • Temperature: thermoplastic design provides 104 'F (40'C) cori nuous s.iperior strength and 140 "F (60 "C) intermittent. corrosion resistance. • Fasteners 300 series METERS FEET, stainless steel. 10 • Capable of running i dry without damage to 9 30 ' !- o , I cc,r,pon�n,,. Pump: EP05 8 2.5 F7 • Solids handling capability: o 25i I – -- �-- �� maximum. c W L •Capacities: up to 60 GPM. 2 s 20 — - -- • Total heads: up to 31 feet. g • Discharge size V1{ NPT. Z 5 , • Mechanical seal: carbon 0 15 ._ rotary/ceramic-stationary, -1 4 I rt BUNA -N elaslomers. o I EPo5 • Tempera 3 10 T XE P0 1 4 pe 104'F (40 ^C) continuous ! 140" F (60 "C) intermittent. 2 5 - 1 0 00 -- I 10 20 3 40 50 GPM 0 2 4 6 8 10 12 m/h CAPACITY 0 1995 Goulds Pumps, kX. Ellective May, 1995 83871 I i I i , o , I }} ��i � � _, �_�D G�L•;LJ CCU -- - -- - - . - - - — - - _- - i NO ' oa . 1pa Ile 0 i - • tl( S4 . O t ve e ll- e I , I i � I S� o� D : i u'1V___e'S, o d i i { (r i J V �t ��i.` .� ✓l�jlh /`1L1I11r CA-! �! \��� •. .. r /�� It�RMATION SYSTEM SPECIFICATIONS P e owner %vj L / A o Septic Tank Capacity al ❑ N Pertntt # Septic Tank Manufacturer 1 eseg ❑ N Effluent Filter Manufacturer ❑ N DESIGN PARAMETERS Cl 1` Number of Bedrooms O NA. Effluent Filter Model - D O A Pump Tank Capacity �-p 4 gal ❑ Number of Commercial Unit ❑ r Estimated flow (average) O O gal /day Pump Tank Manufacturer efe%' Design flow (peak), (Estimated X 1.5) S' g al/day Pump Manufacturer 'Z/Y ❑ 1 Soil Applicadon Rate ZJ gal /day /ft' Pump Model �G�` ❑ Influent/Effluent Quality Monthly average` Pretreatment Unit ❑ r ❑ Sand /Gravel Filter ❑ Peat Filter Fat, Oil a Grease (FOG) s30 mg/L ❑ Mechanical Aeration ❑ Wedand Biochemical Oxygen Demand (BODs) x220 mg /L ❑ Disinfection ❑ Other: Total Suspended Solids ( TSS) 5150 mg /L Manufacturer Pretreated Effluent Quality ' ❑ NA Monthly average" Dispersal Cell(s) Biochemical Oxygen Demand (BODs) s30 mg1L ❑ In- ground (gravity) ❑ In- ground (pressurized) ❑ At -grade ;�' Mound Total Suspended Solids (TSS) S30 mg/L� ❑Other: Fecal Coliform (geometric mean) 510' cfu /I00ml ❑ Drip -Ilne Maximum Effluent Particle Size !4 inch diameter Values typical for domestic (non - commercial) wastewater and sc tank effluent. * i Values typical for pretreated wastewater. MAINTENANCE SCHEDULE Service Frequency Service Event ❑ months 0 year(s) (Maximum 3 yrs.. Inspect condition of tank(s) At least once every 7j Pump out content of tank(s) When combined sludge and scum equals one -third (Ys) of tank volume Inspect dispersal cells) At least once every 3 ❑ months year(s) (Maximum 3 yrs. Clean effluent filter At least once every —7 ❑months year(s) C3 months year(s) ❑ NA Inspect pump, pump controls ez.alarm At least once every Flush laterals and pressure test At l east once every ❑months ❑ year(() � NA Other: At least once every ❑months ❑ year(() ❑ NA Ocher. At least once every Cl months C3 year(() ❑ NA MAINTENANCE INSTRUCTIONS I ons of tanks and dispersal cells shall be made by a individual carrying talner fSeptag Servicing Operator. Tank inspe< pig ,e r; Master Plumber Restricted Sewer; POWTS Inspector; POWTS g or broken idendfy any cracks or must include a visual inspection of the tank(s) to identify any mk ingoor onding of effluent on the ground surface. ed The dispel volume of combined sludge and scum and to check for any bat P P onding of effluent cell(s) shall be visually Inspected to check the effluent l m Ind a o and requires the Immedia the ground surface. The ponding of effluent o gr ound surface may notification of the local regulatory authority. When the combined accumulation of sludge and scum in any tank l and disp se ( M o In accordan eewith ch. vo NR 1 th 3, W sr c o f the tank shall be removed by a Septage Servicing operator Adminstrative Code- other The servicing of effluent filters, mechanical or pressurized POWTS component, preveatement component, and any maintenance or monitoring at Intervals of 12 months or less shall be performed by a certified POWTS Maintainer. A service report shall be provided to the local revelatory authority within 10 days of completion of any service event. START UP AND OPERATION a of painting products or other ch I cell((). For new construction, prior to use of the POWTS check treatment tank(() . If high presence are detected have the cc tizatma'impedeoe � � t e?�een� eN e R o d e pri � ea � n m o use I I i u u V d AlMOH.LnY AbOlYm3b 7 b3dWnd) 2 01YSUO ON1�IA�l3S IDYLd3S xlo: If Zf — O O awe;.l b3Ntd111t`dW S1� 2311d1SHl 51AOd SIN3WWOD lYNO11100 d ! IIiU)VdYil b0 11 n . , )wia 31z kvpr XKY Y 10 'd01x :1 I)tl WO)!! Nosmd V 40 in S3X ai AYH H.LY30 'S3JNb1SW11nb1:) ANY naNn )lN71 "Hlo so dHnj ':)I1413S Y 1131N3 ION 00 •N3DAXO 1N31�IddflSNl b0 /GNb S3SSYJ TbHl3'1 Kl',' .,,OD AYH SYNVI LN3)- UY32f1'UH10 ONY dwnd 'z A35 < <ONINWYM> > •aw;1 11.41 1t »>JJa ul sal>v � �!A'• , •, �� � Snw Swa�s�(S y>ns Jo svolun.nsuo>a� •a>r)!ns annen(yul aLn 1e 1ewo14 2141 )o (tAOwas 3u(MO((o) a>e1d ul ,n• l "1n.,jSVODaJ aq Am cw2rlaf uolldjosgt 1101 ape,l•1e put punOW p 'SIAOd Palle) 2141 »etdaj m uo-oj 1sr1 r sr po11nmj aq w >1un 2ulpioy e aigr,ler,c Si t >n juatu>t >tidaJ 0u ;j s ::': i�. awa >tidsi algn(ru a ai of of .)Op Ad aq 1Snw u0prnlena 21111 put 11 t SLr10d 1 a�nitel uodn 'nit ��tldal afgellnt a ypuapl 01 palenitna ua>q 1ou sty 21111 2141 O S1MOd r' ') a fl aoe)daj m 1mO u iM t sz pa11nsu( aq Atw 11un ZulploU e lo(ouy)aj SIMod ul W tApr auWtg 'SUOnlwll 11 = >; i;' „ e )Peql,�t al anP algtllrne IOU q tact )uxu»e(dai a(ge11n1 d ❑ -ausp tt41 it 1D5 1Ja ul sa(nj py1 t(1(M /ldwo> icnus swajtAs luaw »t(dq -raft zuowncjdaj a)gnins ys;14nsst m uontnlena )Ili put 1101 Mau a 16) p »u 2141 ul 11MIJ 11!m eaje 1uaw2 >t1ds) 214 v+ioad cl ajnllt j slum put swl( )ol '4nUMS pasodosd put 3unslxa w0a) sx>eglas pa)Inbas 1 uodn paaupjul aq jou pino4s put uoptd=o put a >urgprnsIp uloy p?v4to.id aq pinoys ta,t luawaxld►i x{l •walsAT uopd)osg4 1105 )Ua=a ,Jdaj r )o uonM) atP >o) pr, . aq Atw put paleniena u4M Sty ease )uawa >elda> >(gn(ns y ❑ wa11�1 luaw »rl lutildwo> %po> a apjnwd 01 'njrl aq 1mw )0 'u. y Sajr)siaw 2 UVA 0 11o) a4o pa.iledai ag louu NY1d A0143DN11N07 •Iepatpw plios 1jaul Joylout )o lant.1 Iloc ytiM PaIIU i0eds DIOA x{1 put panowaa SJanO> JI a41 jo p a;\owaj purlp4tnt>x21 aq 11tys n1d pue qum Ile '3Lldwnd jayb •iolejado Sul>pjn aandaS t Aq )o psiodr11p Put paAOwau cq Ilt4S nld put s11un Ile )n nua)uo> ayl •papas saulutdo odld px:��us qr 2141 put pal0auuoxlP ►4 IIe4S n1d put s11ve101 auidid Ild • 12po0 eAperululwpY '££'£13 tuwco '4> InIM aout(1dwo) ul pauoputgt p(la)ts put Al, >do,d si w41sXT 2141 1e41 aiml 01 ua4m aq Iltys m4s SulMO(' 21'{1 a 31Aias10 tno ua11e1 Alluauetwad q jo /put slle) SI-MOd aI ua4M 1143W INOQKd5Y wHq imim put !suoawn :sulAoeu AJmlups :Sapla115aa :mmpojo bu(lulyd fpo 'w011tblp)w lsdt»s grew !mpplgsay taseata f0ugaad a14t1alm put 1IrLq aaleM (dwnd dwns) ultap uo!lepuno) :1tI :nurvo)ulslp 'sJadrip 'ssou leluap 'uasrata >p ' qr,��s uono .) :stuopuo) Inlnq - 4ajtSj> 1sad1M Ageq 'sol1OjgIIur :SiAOd 4i41 )o 1)11 2141 Euoloid put mruuo).»d atD MO.t AVu iuea u JoltM3lsrM 2141 woj) sulMollo) 141)o uopeulwlla Jo uoll)np \d •nP uopdsosgr nos ap?13-1e Jo punow AUe )o adols uMOp W) S I UNIVA raj? ay1 '13edwo.> Jo 4jrngP aslAUaylo )o'JAAO Matd ao rAl.),? 1ou o(j '1114) (ewdslp put sY1un JIAO S)I)NAA xjed JO AAIJp IOU o(3 •�ur1 dwnd 4y1 u1y11.M SlaAal IMUM 4)o1SaJ m clonuoo dwnd xn auneisdo Allenuew u1 Mite o1 �au;,rlultW SIMOd JO Jagwld a Ut1uo) jo dwnd wony)a x211 01 JaA Od 1upols4i of solid•iolrjad() aupWn &2ndaS t Aq pano;u Sun dwnd %s )o nurluo> a41 Wq uOdenlls 5141 Plonc 01 '1011 WO I0 aMe4m1P a>tjjrt 2 o dn)ptq K0 ul liftaJ Arw put (1)11n W 11UIpt0jAA0 'MOP aa1tl auo ul (S)II» I rsuad slp 214 01 paaJeyxlp aq 11SM ja1emmtrM sm” mp prumpj q jaomod u44M 'q;Aa{ .a»tM4214 Itt.wou onoge fig stew s1lun dwnd m 2nno ,aAwd Suljna a >e�ns anllrr.;;;ul atj It uno)) »t suon1puo) Ibs ua4M n»>o tou lleys do wit U.14WS r Wisconsin Department of Commerce SOIL AND SITE EVALUATION Division of Safety and Buildings Page of Bureau of Integrated Services in accordance with s. ILHR 83.09, Wis. Adm. Code Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must County include, but not limited to: vertical and horizontal reference point (BM), direction and �� C percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I. D. # APPLICANT INFORMATION - Please print all information. Re iewed by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). ' Property Owner Property Location Govt. Lot 4 1 /4S _1/4,S T3 ,N,R �J!" -1jWW Property Owner's Mailing Address Lot # Block# Subd. Name or CSM# A/ .;7-/ 1/ 1- N a l a tfl YR 2 1 --- City State Zip Code hone Number ® City ❑ Village Town Nearest Road 21 ,1_- 2 W , w cod & /Y I kA -'W 1 g rVf New Construction Use: Residential / Number of bedrooms Addition to existing building Replacement ❑ Public or commercial - Describe: Code derived daily flow gpd Recommended design loading rate gi bed, gpd/ft gpd/ft Absorption area required bed, ft ft Maximum design loading rate _ bed, gpd/fl trench, gpd/ . ft Recommended infiltration surface elevation(s) _ ft (as referred to site plan benchmark) Additional design /site considerations Parent material (5 '4 A C / Ar r / Flood plain elevation, if applicable ft S = Suitable for system Conventional Mound In- Ground Pressure AT -Grade System in Fill Holding Tank U = Unsuitable for system El CR U 0 S ❑ U ❑ S ©U ❑ S ® U ❑ S ®U ❑ S Da U SOIL DESCRIPTION REPORT Boring Horizon Depth Dominant Color Mottles Structure GPD /ft g Texture Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr, Sz. Sh. Bed , Trench r y y ill, Al At JC R CC_ .......................... �, ! - 16 S e, 1 2 A 9 Af - r � ' Ground 7'j 7 'j— L A ele� -- , Depth to limiting factor. 2_2 in. Remarks: Boring # / O a m S "6 Iq rf S _; .,5� , � ey • s ley RE .� vhj C.2 !gib M/- Z , Ground / G ' 9 el�ev.� f Depth to limiting factor min. Remarks: CST Name (Please Print) Signature Telephone No. Address Date CST Number /�l ®��/vlvod d G /�f o Z� 2.22 3e PROPERTY OWNER / �✓ OD � SOIL DESCRIPTION REPORT Page Z2 of PARCEL I.D.# Boring Horizon Depth Dominant Color Mottles Structure 2 g in. Munsell Qu. Sz. Cont. Color Texture Gr. Sz. Sh. Consistence Boundary Roots Bed Trench Ground t-,;z P C i h 9 e ev. j Depth to limiting factor �in. ' Remarks: Boring # Ground elev. ft. Depth to limiting factor in. Remarks: Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench Boring # Ground elev. ft. Depth to limiting factor in. Remarks: Boring # Ground elev. ft. ' Depth to limiting factor ' "' Remarks: SBD -8330 (R. 07/96) AW r F_xj o I - �- - - - - -- ( UL OT i 4� ve j I i �� � � - � � � -r- - - - -�- - -- - - -• � � - -- -- -- � - - - -- - - -� - - -- - -- � I ! t-- -- -- I _ � -_ � , � I � � I -- _ _ _ �_ __ • i - - -�- - - - � -- - -� - � -- - -- - -�- - - i -- - -r -- -- � � j _i � �� -- -- - �� - -- ; _- � __ _ I � __ -- � _ � _ _ � � ��- - I � ; i - -- I -, -- -- - -- - �, r - � _ _ - � - _ . - -- � � - -� - - -! 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Volume .Page # warranty Deed # y3?2 Volume Page # O Spec house ❑ yes q no Lot lines identifiable 0 yes ❑ no SYSTEM �NANCE 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, The property gees Department a certification form, signed by the owner and by a owner a to submit to St. Croix Zoning Departui master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on -site wastewaterdisposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less 9 1 1 1111 / 3 full of sludge. Vwe, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards- set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30 da of the three year expiration date. / � d i / SIGNATURE OF APPLI DATE V OWNER CERTIFICATION I (we) certify that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the owner(s) of th property described above, by virtue of a warranty deed recorded in Register of Deeds Office. SIGNATURE OF APPLICANT DATE Zoning « * « « «« ss «s «s Any information that is mis- represented may result in the sanitary permit being revoked by the ning De P ailment. «« 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 ' T County Sanitary Permit Application ST. CROIX COUNTY WISCONSIN In accord with 15.04 St. Croix County Sanitary Ordinance ZONING OFFICE Personal information you provide may be used for secondary purposes ST. CROIX COUNTY GOVERNMENT CENTER [Privacy Law. S. 15.04(1)(m)] 1101 Carmichael Road Hudson, WI 54016 -7710 (7 15)386-4680 Fax (715)3864N6 Attach complete plans for the system on paper not less than 8-1/2 x 11 inches in size. County Sanitary Permit # ❑ Check if revision to previous application 1. Application Information - Please Print all Information Location: Property Owner Name `(f 114 4, Sec 3 T N. Z R Zr WW) W Property Owner's Mailing Address Lot Numbe Biodc Number State Code Phone Number S vision Name or CSM Number ii Type of Building: (check one �_. # ity ❑ Village ❑ wn of (S� 1 or 2 Family Dwelling - No. of Bedrooms: / ❑ Public/Commercial (describe use): G'"�ti��ood el4 ❑ State -owned + Nearest Road ,,,/ )OL If. Type of Permit: ( Check only one box on Tina A. Check box on, Ii. f applic l) Parcel Tax Number(s) OF A) 1 1.0 Repair 1 2. ❑ Reconnection 3. ❑Non- plumbing uvegat. . Sanitation t3) Permit u r Date Issued ❑ State Sanitary Permit was previously issued IV. Type of POWT System: (Check all that apply) ❑ Non- pressurized In -ground X Mound ❑ Sand Filter trusted Wetland ❑ Pressurized In- ground ❑ Holdin/eatment Single Pass p Line ❑ At -grade ❑ Aerobi Unit ecirculating r . Dispersal/Treatment Area Information: 1. Design Flow (gpd) 2. Dispersal Area 3. Dispersal ea 4. Soil Application Rate 5. lation Rate Vleva n 7. Final Grade Required Proposed (Gals. /day /sq. (Mini ) 410 Elevation I/ LSAW- 1 1. Tank Information Capaicty i Gallons # of fNWvfa n ct er Prefab I S116- el Fi - Plastic New Existing ons Tanks Concrete ass Tanks Tanks / '0,0 ' a ❑ ❑ ❑ 00 O ❑ ❑ ❑ II. Responsibility Statement 1, the undersigned, assume responsi for repair /reconnencUon/ do iinstall 'on f for the POWTS shown on the attached plans. A license is not required for terralift it or the installation of non -plu i sani s t Plumber's Name (print) Plum ;'s ig nature ( stamps No. Business Phone Number Plumber's Address (Street, State, Zip Code) NwDOoI �i/ � Ma x VIII. County Use Only Disapproved Sanitary Permit Fee Date Issued Issuing Agent Signature (No stamps) ❑ Approved Owner Given Initial Adverse Determination IX. Conditions of Approval /Reasons for Disapproval: K ti t'I �� '.�'�. S `+ ?4 }w w ~ �•` � �� �, .: ,$ . �,,. � f �� AUG. 20, 2002 • 4:26PM CEDAR CORPORATION N0. 6935 P. 1 BOOTH DESCRIPTION Lot 2 of St. Croix County Certified Survey Map No -3Z-U , Volume _LL, on Page 1221. except the following described parcel: Commencing at the southeast corner of said Lot 2; Thence N00'13 along the east line of said Lot 2, a distance of 165.27 feet to the point of beginning; Thence continuing N00'13 along said east line, a distance of 213.86 feet to the northeast corner thereof: Thence southwesterly along the arc of curve concave to the northwest, (with said curve having a radius = 833.40 feet, a central angle= 07"41'41". a chord length= 85.00 feet, and a chord. bearing= Mr45 a distance of 85.06 feet; Thence 523'38'08 "E, a distance of 198.32 feet to the point of beginning. Said described exception contains 8,345 square feet, more or less, or 0.19 acres. 55433' - STATE BAR OF WISCONSIN FORM 1 – 1982 WARRANTY DEED (� DOCUMENT NO. VOL 1 1 — — '� -- — r REGISTE,T3 OFFICE This Deed made between ST C�ROI CO VA Y JAN 9 1997 _ Grantor, �t 12:15 P . • !) and MARVIN C. BOOTH & JEHN M 800TH, HUSBAND & WIFE WITH MARITAL RIGHTS TO SURVIVORSHIP I •. iJ,;�r, J r Grantee, Witnesseth That the said Grantor, for a valuable considerati conveys to Grantee the following described real estate in .0.1 r.RnIX _ THIS SPACE RESERVED FDA RE CORDING c _ 'A — County, State of Wisconsin: NAME AND RETURN ADDRESS FIRST NATIONAL BANK OF GLENWOOD 204 E OAK ST PO BOX 338 GLENWOOD CITY WI 54013 SEE ATTACHED EXHIBIT A TTANSFER -� NEW PARCEL PARCEL IDENTIFICATION NUMBER i) �j ' I This _ IS NOT homestead property. (is) (is not) I Together with all and singular the hereditaments and appurtenances thereunto belonging; And— JUDY 1 A - SCHWARTZRAI IFR warrants that the title is good, indefeasible in fee simple and free and clear of encumbrances except i 3 and will warrant and defend the same. Dated this RTH day of JANUARY ,19 97_ (SEAL) (SEAL) Y A. SC HWARTZQAUFR { (SEAL) ` " (SEAL) AUTHENTICATION ACKNOWLEDGMENT Signature(s) State of Wisconsin, ,. SN c ss. yj authenticated this day f , 19— ersonall came before me his da y of Y Y Y the above Harrod TITLE: MEMBER STATE BAR OF WISCONSIN (If not, authorized by §706.06, Wis. Stats.) to person who executed the foregoing e aF&' ge the same. THIS INSTRUMENT WAS DRAFTED BY \ �`� 1DOni t LD UMENT NO. STATE 84H OF WL;CONSIN FOR 1 -1982 *IU9 SPACE RESERVED FOR RECORDING DATA ` WARRANTY DEED 4.3 54 F ec'd ISTER'S OITICE Croix Co., Vi i This Deed made between_______ __ for Record JUQY_A. -Sf HWAB RAWER Y 2 9 1996 RSON - — - -- I and _. Grantor. at 9:30 A. M, ---� AnnTH Akin ,IFAN M onn �Y G, . - WJSBANU -&Nn W1E AS !C.[NT TENANTS Reg gff Deeas 3 - esse �h, Thal ;ne said Grantor, for a valuable conslde�ation Grantee, WJtn — _ coneys to Grantee the following described real estate In ST. CR OI X CO. gFTURk ?^ 1ST NATIONAL BANK Co n'y, State ofWisconsin: - OF GLENWOOD LOT 3 2U4 E. OAK ST. 6: Out tot "'36" Glenwood. IIegin.inq at the corner of tite Section 23 -30 -- i 5, thence E along Tax Parcel No: 211- 1n17 - Rn & S line of said of sub - division 40 rods; thence _ turning right angle n 462 feet, thence turning rigittangle W rods; hence turning right angle s 462 feet to plaice of begining, excepting highway on VT side above described land. LOT 37 : WE Quarter of the SE Quarter (NE 1/4 of SE 1/4) lying West of highw:.y; Also E half of NW Quarter of the SE SE 1/4); Also Quarter (E 1/2 of NW 1/4 of SW Quater of the NW Quarter of the SE Quarter (SW 1/4 of NW 1/4 of SE 1/4) except a strip of land sixteen and one half (16 1/2) feet wide on West side: Also S half Of NW Quarter of the NW Quarter of th SE section number 1 / 2 of NW 1/ township aumbex thirty (30) North, of Range number Fifteen (15) West. This I NOT homestead property. (is) (is not) Together with all and singular the hereditaments and appurtenarces thereunto belonging; And — warrants that the title Is good. Indefeasible in fee simple and free and clear 0 encumbrances exrept s and will warrant and defend the same. � Dated this —_ 1 n E day of MAY 19 96 (SEAL) _ �(� y (SEAL) JUDY A SCHWARTZBAUER (SEAL) (SEAL) AUTHENTICATION ACKNOWLEDGMENT Signature(s) STATE OF WISCONSIN St. Croix ss. authenticated this day of County. 19 Personally came before me this 10th day of MA _Judy A. Schwart7bauer19 96 the above named TITLE: MEMBER STATE VAR OF WISCONSIN .. (If not. J authorized by § 706.06, Wis, Stals.) to me know � f)g ()yy - _Who exculed the THIS INSTRUMENT W As nwscrcn ov f0 regofng inru1 8nd ackrOadoe rh" -t.-- ' VOL P1.7mcf58f r • Z 6k tit P 1T - It y 1- Schwartbauer —Booth Description (Future Walnut Ridge Drive) r. A parcel of land being a part of the Northeast 1/4 of the Southwest 1/4 Y of Section 23, Township 30 North, Range 15 West, City of Glenwood City, St. Croix County, Wisconsin, and more particularly described as follows: Commencing at the Northeast corner of the Southwest 1/4 of said Section 23; Thence S00'13'08 "E along the east line of said Southwest 1/4, a distance of 994.27 feet to the point of beginning; Thence southwesterly along the arc of a curve concave to the northwest (with said curve having radius= 49.97 feet, a central angle= 19'16'34 ", a chord length= 16.73 feet, and a chord bearing= S80'18'29 "W) a distance of 16.81 feet; Thence S89'56'56 "W, a distance of 427.65 feet; Thence N57'50'19 "W, a distance of 78.78 feet; Thence S89'56'56 "W, a distance of 112.37 feet to the east line of County Highway "X Thence S00'15'11 "E along said east line, a distance of 40.00 feet; Thence N89'56'56 "E, a distance of 100.68 feet; Thence S57'50'19 "E, a distance of 78.78 feet; Thence N89'56'56 "E, a distance of 439.20 feet; Thence northeasterly along the arc of a curve concave to the northwest, (with said curve having a radius= 89.97 feet, a central angle= 21'35'17 ", a chord length= 33.70 feet, and a chord bearing= N79'09'13 "E) a distance of 33.90 feet; Thence N00'13'08 "W, a distance o, 46.11 feet; Thence southwesterly along the arc of a curve concave to the northwest (with said curve having a radius= 49.97 feet, a central angle= 22'00'10 ", a chord lenath= 19.07 feet, and a chord bearing= S59'40'17 "W) a distance of 19.19 feet to the point of beginning. Said described parcel contains 26,135 square feet, more or less, or 0.60 acres. - ;mac..:; -- �,.: � i.:. +:._ , . s t- •:-• 3J . r t .. . « .. FORM NO. 985-A r �FLCII'11Nar Stock No. 26273 CERTIFIED SURVEY MAP NO. VOLUME , PAGE. BEING A PART OF OUTLOTS 36 AND 37 OF THE ASSESSOR'S PLAT OF GLENWOOP CITY, AND PART OF THE N.W. 1/4 OF THE S.E. 1/4 OF SECTION 23 T.30 N., R.15 W., CITY OF GLENW000 CITY, ST. CROIX COUNTY, WISCONSIN. ^ 6� 9. j o NORTH NOR IS REFERENCED TO THE NORTH Pen 3 dh `L ;' — Q C.S.M. -SOUTH 1/4 SECTION LINE, WHICN IS at C :� ;` 0 `0, ASSUMED TO BEAR 500'13'08 "E. � o t z � V lu U N W S00'13'25E W 293.41 ������►�NIIU�N1lprdgr 04 30'1 w at tu 7 �_S Y1 t0 l ` : 3 to Z 3 v w � � •:� rir�p�unliunnuaa�o� �i tn 213.86• 300'13'25T d N00'13'25"W 165.27' a� y� 379.13' em 7� i LL b v i p t m s C3 v s N 1[1 Q o N 3 b p\ iLl Ln W ' Q - OZ 285.03' N00'13'25"W a a v I 3� � y U- T N `d 500'13'051- N 99.70' m 306.50' - \ ` _..-.... NOO'13 08"W 663.38' . _ . - . V 500 .. .... .._ -_ ..___ ____ CEDAR CORPORATION 604 WILSON AVENUE MENOMONIE, WI 54751 (715) 235 -9081 PAGE OF 3 L , ' FORM NO. 985-A R H.0 filar Stock No. 26273 CERTIFIED SURVEY MAP NO. VOLUME , PAGE BEING A PART OF OUTLOTS 36 AND 37 OF THE ASSESSOR'S PLAT OF CLENWOOD CITY, AND PART OF THE N.W. 1/4 OF THE S.E. 1/4 OF SECTION 23, T.30 N., R.15 W., CITY OF CLENWOOD CITY, ST. CROIX COUNTY, WISCONSIN. SURVEYOR'S CERTIFICATE I, Steven J. Waak, Reqistered Wisconsin Land Surveyor, hereby certify that I have surveyed, divided, and mapped a part of Outlots 36 and 37 of the Assessors Plat of Glenwood City, and part of the Northwest 1/4 of the Southeast 1/4 of Section 23, Township 30 North, Range 15 West, City of Glenwood City, St. Croix County, Wisconsin, and more particularly described as: Commencinq at the northwest corner of the Southeast 1/4 of said Section 23; Thence 500'13'05"E olonq the west line of said Southeast 1/4, a distance of 663.38' feet; Thence N8q'32 "40 "E, a distance of 16.50 feet; Thence 500'13'08 "E, a distance of 306.50 feet to the point of beqinninq; Thence northeasterly olonq the arc of a curve concave to the northwest (with said curve havinq a radus= 3q.g7 feet, a central anqle= Iq' 11 '2q' a chord bearinq= N24'53'55 "E, and a chord lenqth= 13.33 feet) a distance of 13.3q feet; Thence northeasterly alonq the arc of a curve concave to the southeast (with said curve havinq a radius= 178.00 feet, a central anqle= 5q'41 "43 ", a chord bearinq= N45'Og "07 "E, and a chord lenqth= 177.18 feet) a distance of 185.45 feet; Thence N74'5q'58 "E, a distance of 386.00 feet; Thence northeasterly olonq the arc of a curve concave to the northwest (with said curve havinq a radius= 573.40 feet, a central angle= 22'05" 15 ", a chord beorinq= N63'57 "21 "E, and a chord lenqth= 218.68 feet) a distance of 221.05 feet; Thence northeasterly olonq the arc of a curve concave to the southeast (with said curve havinq a radius= 245.50 feet, a central angle= 58 "26'31 ", a chord beorinq= N82'07 and a chord lenqth= 23q.70 feet) a distance of 250.41 feet; Thence 568'38 "46 "E, a distance of 147.86 feet; Thence easterly, southerly, and westerly olonq the arc of a curve concave to the west (with said curve havinq a radius= 60.00 feet, a central angle= 288'50'54 ", a chord beorinq= S 10'45 "21 "W, and a chord lenqth= 61.04 feet) a distance of 312. feet; Thence N68'38 "46 "W, a distance of 143.64 feet; Thence 500' 13 "25 "E, a distance of 283.41 feet; Thence S8q'23 "04 "W, a distance of 287.50 feet; Thence 500'13'25 "E, a distance of 165.27 feet; Thence S8q'23 "04 "W, a distance of 618.64 feet; Thence N00'13'05"W, a distance of gq.70 feet; Thence southwesterly olonq the arc of a curve concave to the northwest (with said curve havinq a radius= 8q.g7 feet, a central angle= 10'23'48 ", a chord bearinq= 565'23 "3q "W, and a chord lenqth= 18.12 feet) a distance of 18.14 feet; Thence NOO' 13 "08 "W, a distance of 71.66 feet to the point of beqinninq. Said described parcel contains 33q,701 square feet, more or less, or 7.80 acres. That I have made such survey, land division, and map at the direction of Mr. Mary Booth, 1444 320th Street, Glenwood City, Wi. 54013, owner. That such map is a correct representation of the boundaries of the land surveyed, and the subdivision thereof made. That I have fully complied with the provisions of Chapter 236.34 of the Wisconsin Statutes, N ^ , Ui„ Chapter AE 7 of the Wisconsin Administrative Code, and ��•��`���jG. % and the subdivision requlations of Glenwood City in surveyinq,:' '••;1�'� dividinq, and mappinq the some. Said survey is subject to : ' STEVEN J. •: easements of record, and as shown. WAAK 101016. rte= c" S -1610 Dated this "M day of Av4u r �' MEN is. � wis. ' p y : r ,11 II.. iI �I I.HHU� Steve J. Waak R.L.S. 1610 CEDAR CORPORATION 604 WILSON AVENUE MENOMONIE, W154751 (715) 235 -9081 PAGE 2 OF 3 ,LI x �� FORM NO. 985 -A - � �HCR1Mar Stock No. 26273 CERTIFIED SURVEY MAP NO. VOLUME , PAGE BEING A PART OF OUTLOTS 36 AND 37 OF THE ASSESSOR'S PLAT OF GLENWOOD CITY, AND PART OF THE N.W. 1/4 OF THE S.E. 1/4 OF SECTION 23, T.30 N., R.15 W., CITY OF CLENWOOP CITY, ST. CROIX COUNTY, WISCONSIN. CURVE DATA ...._.........._........._...._..........._._.....__._.._._._........... ,_. ----- __ -------- .............. _....... __... ..____.__.._._____._______.____ CURVE RADIUS CENTRAL ANGLE CHORD LENGTH CHORD BEARING ARC 1 B.T. BEARING ' F.T. BEARNG 1 -2 3q.g7' Iq' l l'2q" 13.33' N24'53'55 "E 13.3 N34'2q'44" E { N15 __.._... 2- 3..... 178.00' 5q'41'43" 177.18' ............. _N45'Oq,07 'E 1 185,45' N15'18'15"E N74'5q'58 "E 4 -5 573.40' 22'05' 21q.65' N63 57 21 "E ` 221.05 N74 501 58 "E N52 _. __ _..� - _._- ________ __ ._._.__ _- __- _..J.W.._ •------- •_ -___ 5 -6 245.50' 58'26'31" 23q.70' N82'07'5q "E S 250.41' N52'54'43 "E I 568'38'46S ............. _ -.-............ __. ..._. .. ...._._...- --- --- - - - -_--- ---- -- ..._.._..- ......_.- ...... ° } - .............. -• •- •-- -.._ .......... ..- .....,.... - --.- ......... 7-8 6 0.00' 288'50'54 „ 61.04' 510'45'21 ' W 312.95' N41'Iq "54 "E Nlq'4q'12 0 W q -10 185.50' 5 8'26'31" 181.12' 582'07'5q "W 18q.21' N68'38'46 "W 1 352'54'43 "W _ ____- __________ __ __ _______.....__.__._______ °�_ � ________ __.________ _ ___ ____..___•___ 10 - 11 633.40' 10'5q'43" 121.36' 358'24'34 'W 121.55' 552'54'43 "W 563'54'26"W Mµ 11 -12 µ 633.40' _ 11'05'32 " ` "` 122.43' - "` 569'27'12 "W� -_ 1 122.63' - 563'54'26 "W� ............. - 574'59'58 "W ` 10 -12 633.40' 22 05 15" 242.67' . 244.18' 552 54 43 "W 574 501 58 "W - -- - ..................... - ------- ......... -_._ ..........._... , 13 -14 118.00' 5q'41'43" „ „ 117.46.........__ - 545'0q'07 "W 122 574'5q 58"W 1 , 515'18;15 "W 14 -15 99.017' 44'53'30" 76.34' S37'44'5q "W c 78.33' S15'18'15 "W S60'11'45 "W _ --•° ........:.... I..-•-.-.-•--••-•------------- 15 -16 gq,g7_ 10'23'48" 18.12' 565'23'3q "W 1 18.14' 560'11'45 "W 1 570'35'33 "W -------- ------------- .........:.................. ..... ._..__.- ------------------------------ 14-16 gq.g7' 55'17'18" 82.77' 542'56'54 "W C 86.47' _ 515'18:15 "W� 570'35'33 "W OWNER'S CERTIFICATE OF DEDICATION As owners, we hereby certify that we have caused the land described on this Certified Survey Map to be surveyed, divided, mapped, and dedicated as represented on this Certified Survey Map. We also certify that this Certified Survey Map is required by 5.236.10 or 5.236.12 of the Wisconsin Statutes to be submitted to the follownq for approval or objection. 1) City of Glenwood City Witness the hand and seal of said owners this day of L ' 1 W 1 -L' 2 h ,Igg07 In the prese ce of: � C�JYlG� Marvn C. Booth t ; , �o STATE OF WISCONSIN) COUNTY OF ST. CROIX) SS Booth / Personally come before me this day of 1_-6 " , I the above named Marvin C. Booth and Jean M. Booth, to me known to be the persons whdexecuted the foregonq instrument and acknowledged the some. N otary Public St. Croix County, Wisconsin _ My commission expires: � / ­1 CITY COUNCIL RESOLUTION Resolved that this Certified Survey Map, benq a part of Outlots 36 and 37 of the Assessor's Plat of Glenwood City, and part of the N.W. 1/4 of the S.E. 1/4, Section 23, T.30 N.,R.15 W., City of Glenwood City, St, Croix Co., Wi. Marvin C. and Jean M. Booth, owners, is hereby approved. Date: _ 3 l� Approved: t -I : >% Date: ° ' Signed CEDAR CORPORATION 604 WILSON AVENUE MENOMONIE, W154751 (715) 235 -9081 PAGE _ - 3 OF 3 V� 4j N� J# s v �,D