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HomeMy WebLinkAbout040-1306-26-000 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 463450 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: Brunner, Kyle & Karen Troy, Town of 040- 1306 -26 -000 CST BM Elev: Insp. BM Elev: BM Description: Section/Town /Range /Map No: / 00-0 f O r'1 I 08.28.19.1853 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic 1 Benchmark 3 " ( D 3. S v Dosing • r Alt. Bk d4-, . m Aeration Bldg. Sewer 5• - Holding St/Ht Inlet / _ v , / . D f , 1p C TANK SETBACK INFORMATION St/Ht OutletO (p .3 7. Y ,5" TANK TO P/L W !BLDG ROAD Dt Inlet Septic Dt Bottom Dosing / H%%WdUantit, �• / �• Z 9.� -9 Aeration Dist. Pi p t o r 7•1 Holding B 5"J 00 Final Grade 0 je. 7 PUMP /SIPHON INFORMATION , Manufacturer Demand St Cover GPM 2,D ID /• 7S Model Number „� Q TDH Lift Friction System Hea TDH Ft Forcemain gth Dia. Dist. to Well SOIL ABSORPTION SYSTEM BEDITRENCH Width Lengt t4o. Of Trenches IT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS v SETBACK SYSTEM TO P/ BLDG W51 LAKE /STREA LEACHING 'ManufaaM _ I INFORMATION CHAMBER OR At) Ut Typ Of System: �� \ r UNIT Model Number: DISTRIBUTION SYSTEM �•�d Hea (Manifold Estribution x Hole Size 7 Spacing Vent to Air take / r pes) 14 � � � Length Dia ngth . � Dia Spacing SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only Depth Over y Depth Over xx Depth of xx Seeded /Sodded xx Mulched Bed/Trench Center "2' 1 Bed/Trench Edges Topsoil // Yes 1 No Yes 4; No COMMENTS: (include code discrepencies, persons present, etc.) Inspection #1: tp /� 0 Inspection #2: / / Location: 433 Jordyn Lane Hudson, WI 54016 (NE 1/4 SE 1/4 8 T29N R19W) Sunset View Lot 26 Parcel No: 08.28.19.1853 1.) Alt BM Description = 2. Bldg sewer length = z L I - amoun'1 of cover = J--- 57 l ►� S (h L(.� � <- 12 ' Plan revision Required? Yes No Use other side for additional information. Y 1 ' Date Insepctor's S re Cen. No. SBD -6710 (R3197) ®� Safety et Buildings Division Sanitary Permit FW�iz:m.Code ma it � V E 201 W..Washington Ave. 1*1 4consin In accord with Comm 83.2 7302 Maaiaon, wl PO O Boz Box 7302 Department of commorce Personal information you provide nay d ?, oses (Submit completed form to county if not [Privacy Law, s. I pate owned. Attach complete DIMS to the county copy on) for the lystem-al 6MR4 ihan 811/2 x I I inches in size. County State San a Permit umber O Check reuse orL State Plan I. D. Number 1 �t J I. Application Information - Please Print all In ormation Location: Property Owner Name ,, Prroperty Location V AAc 1/4 SJ 1/4 S O T N It E or W Pro Owner's Mails Address j� Lot Number Block Number City, State Zip Code Phone Number Subdivision Name or CSM Number r � ls un 6er i/ � Type of Family (check one) „ Q„ O city Jok 1 or 2 Family Dwei {ing - No. of Bedrooms: 0 village O Public/Commercial (describe use): N-1 f O State -owned III Ty of Permit: Check only on YP ( y e box on line A. Check b x o � Neare Roa n l ine B if applicable) at R PP ) A) I. IONew System 2. ❑ Replacement 3. O Replacement of 4., O Addition to Parcel Tax Number(s) System Tank Only - Existing System 8) Permit Number Date Issued O A Sanitary Permit was Previously issued �V. Type of POWT System: (Check all that apply) on- 0ressurized la .,Z und O Mound 11 Sand Filter O Constructed Welland O r un In- ground O I o k O Single Pass O Drip Line ❑ At -grade O Aerobic rreatment Unit ❑ Recirculating O Other: V DispersalfFrestment Area Infor tion: { • Design Flow (bpd) 2. DisperselAres 3. Dispersal Area 4. Soil Application . Percolation Rate 6. S T to Elevation 7. Final Grade Required Proposed Rate (Gals. /day /sq. ft. (Min.Anch) G U glew1 S 8"70, L 9�40 Vi Tank Capacity in Total No( Manufacturer Prefab Site Steel Piber- Plastic Information Gallons Gallons Tanks Con- Con- glass New Existing crete strutted Tanks Tanks - - - - ❑ O O D �� 0 0 0 VII Responsibility Statement. I un the dersi assume res onsibilit for ins Ration of the POWTS shown on the attached plans. Plumbers Name (print) ( guwmsr' MP/MPRS No. Business Phone Number P bare Plumber's Address (Street, City, State, Zip Code © uJ O W w . ts col VIII ouaty/Department Use Only O Disapproved Sani Permit Fee (Includes Groundwater Date Issued IvY wing Siga,adae ) Approved O Owner Given Initial Adverse Surchirie Fee) "" DeOrminalion t, /�O Q�S IX. Conditions of Approval /Reasons for Disapproval; ' Y STEM OWNER G��C/IY� Septic tank, effluent filter and( yy�� 3. 1�'7i dispersal cell must all be servii ! 1 rriaint�ned ` as per management plan provided byplumber. 2. A se a s must be maintaine 67 Pl /V Z)Xl 7~ Ally L(A a G g�► kvt- 3/q„ PV(- a - 3'x Qa �, p I C_ O iS W�A10 v a �vl PV O , � i P 8 67 Plo �k _S ccJInd rs ' t vleu) OT Aq ID Lot a gr d 2. Sl av_ � ao�v 3/y PVC G/ a 3k�75� IDIB, ,! n S � 0 63 �` `` /� S1• S G w At op - ?O y t�,rzuoM BM# � awel) - PVC /Q lu � r _ _..._ to Cal XW fi I N S'1' CI(OIX COUKIT SRPTIC 'TANK MAINTeNANCR AGIUMMLNT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer Aa-— J '�__— __.---- _ - - - -- Mailing Addres - _ -- ,. Property Address (Verification required from Plant g Depsrtment for new construction) ' City /State }d_S�n /��_ Parcel Idenlificalion Number © LEGA D (`'RPTION Property Location %,, /,, Sec. �, '1' 1:9Y N- It f 9 W, 'Town of ^ Jj Subdivision 1 /i)5 P7� 1 b11 , Lot ff oZ4 CertUied Survey Map # r Volume Page 0 Warranty Deed # 7 / /J� Volume Page # Spec house O yes T no Lot lines identifiable KIJ yes O no HE= MARMANC11 Inveoperuse and maintenaoceof your septic system could result in its premature failure to handle wastes. Proper maintenaooe oa lob of pig out We septic tank every three years or sooner, if needed by a licensed pumper. What you put into the system can affect the Aurctiou of the septic tank as a treatment stage in the waste disposal system. The p ro p ert y umber owner agrees 10 submit to St. Croix Zoning Department a certification form, signed by the owner and by a b In p J Yams plwnber, astdotedplumber or a licensed pumper verifying that (1) the on - site westewelerdbpoaul systusoa ProPe+t operating condition and/or (Z) ection and pumping (if necessary), The septic tank is lea ishM 1/3311 of sladge. Vwe, die undersigned have read the abov ,and agree to maintain the private sewage disposal steadw& Id t 1101012. se set sy the Department and the Department of Natural Resources, State of boo O, c rdfkad a slating mat Yens system been Un - ' ` t be completed and returned to die St. Croix County Zoning Ofto wild s 30 days of the three year expiation date. . m SION T OF APPLICANT 22 v S DATE 1(we) that all y virtue the PAY described On�tl�t forp are true to the best of my (our) knowledge. 1 (we) am (are) the owne(s) of d above, by virtue of a,w,turanty deed recorded in Register of Deeds Office. SIONATIJRB OF APPLICANT DATE Any information that is mil.repr tray esult in the sanitary permit being revoked b the Zoning •• +• ++ ° .,cr• rY P° 6 Y mg Department. •• Include with this 'application: a stn 4 •� a t mpeda ,tyrt�gq► deed from the Register of Deeds otlice 0 copy of the eerdfled survey rnsp if reference is made in the warranty deed STATE BAR OF W 1SPOIV S11V FORM Z ?1998 WARRANTY DEED KATHLEEN H. WALSH REGISTER OF DEEDS Document Number ST. CROIX CO., WI RECEIVED FOR RECORD This Deed, made between B & L Land Develo=ent Inc .. 08109/2004 10:45AN a Wisconsin Corporation WARRANTY DEED _ Grantor, EXEMPT # and Kyle J Brunner and Karen M Brunner, husband- REC FEE: 11.00 and wife, as survivorship marital property TRANS FEE: 329.70 COPY FEE: CC FEE: Grantee. PAGES: 1 Grantor, for a valuable consideration, conveys and warrants to Grantee the following described real estate in St. Croix County, State of Wisconsin: '!'. Rcx:ordiny Ar6:a Name and Return Address The First National Bank PO Box 89 New Richmond, WI 54017 040-1035-10-000; 0404 -1035 40 oO 040- 1307 -20 -100; 0 404 - 10 -30 -090 Parcel Identification Number (PIN) This is not homestead property. (is) (is not) j Lot 26, Plat of Sunset View Development in the Town of Troy, j St. Croix County, Wisconsin. ' I 'i Exceptions to warranties: Subject to easements, reservations and restrictions of record. Dated this day of July 2004 B & L DEVELOPMENT, INC. �� a WI Corp. (SEAL) A. Secretary— Treasurer (SEAL) (SEAL) j AUTHENTICATION ACKNOWLEDGMENT Signature (s) State of Wisconsin, a te, It irner ss. St. Croix G y , authenticated this dayw Public Personally came before me this day of State of W Ise July the above named 1� Barbara A. Geissinger, as Secretary— Treasurer of B & L Land Development, Inc., a Wisconsin Corporation TITLE: MEMBER STATE BAR OF WISCONSIN to (1f not, nown to be the on who executed the foregoing authorized by §706.06, Wis. Stats.) 1 t ment ack le a the same. THIS INSTRUMENT WAS DRAFTED BY S tephen J. Dunlap Notary PubkJ. Hudson, Wisconsin 54016 1 - mission is of W permanent. (If not, state expiration date: (Signatures may be authenticated or acknowledged. Both are not J necessary.) Names of persons signing In any capacity must be typed or printed below their signature. STATE BAR OF WISCONSIN Wisconsin Legal Blank Co.. Inc. WARRANTY DEED FORM No. 2 - 1998 Milwaukee, Wis. Private Onsite Wastewater Treatment System Management Plan Septic Tank And Gravity In- Ground Soil Absorption Component Pursuant to Comm 83.54 Wis. Adm. Code each Private Onsite Wastewater Treatment System (POWTS) shall include information and procedures for maintaining the system within the parameters of Comm 83 and 84, and the conditions of approval by the department, agent, or governmental unit. The approved plans and permits for system are on file at the county zoning or health department. This management plan complies with Comm 83.54, Wis. Adm. Code, and the In- Ground Soil Absorption Component Manual for Private Onsite Wastewater Treatment Systems SBD- 10567-P (R.6/99). Table 1: System Design Specifications Sanitary Permit Number & Number of Bedrooms Design Flow - Peak (gpd) CV Estimated Flow - Average d) U U Septic Tank Capacity (al) Soil Absorption Component Size (ft Type of Wastewater Domestic Table 2: Soil Absorption Component - Limits of Reliable Operation Septic Tank Component Sail Absorption Component Design Flow - Peak ( pd) Maximum Influent Particle Size (in) ► 1/8 Maximum BOD (m /L) ;" U 220 Maximum TSS (mg /L) 1 (} 150 Table 3: Maintenance Schedule Septic Tank Inspect and /or service once every 3 years Outlet Filter Inspect once a year and clean at least once every 3 yea rs Soil Absorption Component Inspect once every 3 ears Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Stats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code (Servicing Septic or Holding Tanks, Pumping Chambers, Grease Interceptors, Seepage Beds, Seepage Pits, Seepage Trenches, Privies, or Portable Restrooms). The operating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet filter shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the filter when removed from its enclosure. If the Management Plan for a Septic Tank and Soil Absorption Component Plantings of deep- rooted trees and shrubs directly over or within ten feet of the . component should be avoided since root intrusion into the component may obstruct wastewater flow. When system fails, we will replace with another system at owner's expense. Alternate area must be left undisturbed. St Croix County Zoning Office 386 -4680 Boumeester & Sons Excavating 386 -9020 i { xb l es I Wisconsin Department f Co r,�% E I vEQ SOIL EVALUATION REPORT Division of Safety and ildings Cpr Page of MAR 0 rnn dan with Comm 85, Wis. Adm. Code Attach complete site an on paper not less than 8 1/2 11 inches in size. Plan must County include, but not limite to v {�( E 9falf�h'refer ce point (BM), direction and percent slope, scale o dimen ' Parcel I.D. O Q— @�f�bfft9r0F4fMW, and I tion and distance to nearest road. �L /3d — j Please print all information. , s. z Z 2 y "Date Personal information you provide may be used for secondary purposes (Privacy Law , 15.04 (1) (m)). �r Pro Owner Property Location f 2 5 L ��V 7 fi 7 Iv L S� p I 1l4. 1/4'S T Z8 N R E( )W Prop erty Owner's Mailing Address Lot # Block # Subd. Name or CSM# P o. Sox 3 3 Z — Is�� City State Zip Code Phone Number ❑ City ❑ Village Town Nearest Road t3 prk-'-�M New Construction Use: ® Residential / Number of bedrooms - Code derived design flow rate S Q - D U(7 ❑ - GPD Replacement ❑ Public or commercial - Describe: Parent material G L_ e) 1 : L ^ � ����� �'' Flood Plain elevation if applicable I General comments ft. and recommendations: 1�Y1 D S rJ 0`t 14 d — ! ZC.S 1U �� ` Sal ,P� —� �!ertews a Boring # ❑ Boring t,p Fes 7.0 ® pit Ground surface elev. t 0 b ft. Depth to limiting factor 7 �_ U in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff #1 'Eff #2 O -lU 1ov123� _ i s . j,c S�Iz�ly — sq — I Fq Boring # ❑ Boring ® pit Ground surface elev. y - 0 ft. Depth to limiting factor � S in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD 1ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 0 -[ L/ t -� - l0 L1 9 3I - s i Zen sb k as 3 41- qs tio-jtz ulG -Z 'Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/L • Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) ,p Sig ature CST Number Arthur L: - Wegerer 220254 Address W e g e r e r Soil Testing & Design Service Date Evaluation Conducted Telephone Number 421 11. I -lain St. River Falls, UI 54022 1Z_)0) _O3 715 -425 -0165 •. 1 Property Owne ` �N�C1� �NICs �/� - Parcel ID # Page of 72]) Boring # [] Boring ® Pit Ground surface elev. , U� ' 7 ft. Depth to limiting factor 7 C ) � in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /fl= In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2 Z. _��� 10� R 31 — S'.I Z�►t sbk m c.S ,S -sd .(P F Boring # ❑ Boring ❑ Pit Ground surface elev. it. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color ' Redox Description Texture Structure Consistence Boundary Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff #2 ❑ Boring # ❑ Boring El Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft= In. Munsell Cu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 Effluent #1 = BOD > 30 < 220 mg /L and TSS >30 < 150 mg /L • Effluent #2 = BOD < 30 mg /L and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material _ ter al in an alternate format lease contact the department at G08 2G 31 p p G 51 or TTY 608-264 -8777. S©r -8330 (R.6100) ' PLOT PLAN Page s of Scale 1' =5p ' D i�>USLn .1 1 s I 1 I i DSO ! sD 1p 13I 101 3 715- 425 -0165 220254 o3_ZIs z CST Signature Date Telephone PTo. CST No. Job NO. Wisconsin Department of Commerce SOIL EVALUATION REPORT Division of Safety and Buildings Page \ of —� in accordance with Comm 85, 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 Percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. N` Please print all information.. Revie by ' "Date Personal information you provide may be used for secondary purposes (Fnvacy Law, s. 15.04 (1) (m)). Property Owner I Property Location I _1 /4 . 114'S T ZU N R �q E(or Property Owners Mailing Address Lot # Block # Subd. Name or CSM# Po. �3ox 33 Z� — Clty State Zip Code Phone Number S Uhl Ste V L �N L� ❑City ❑Village Town Nearest Road +3 f}ti �R I� I 5 �1 gl0 ( l ; ) .32 S I I New Construction Use: ® Residential /Number of bedrooms —L! Code derived design flow rate U S Q — ((p ❑ Replacement GPC ❑ Public or commercial - Describe: Parent material G Lie) } ; L ;U— i Flood Plain elevation if applicable General comments and recommendations: SCI a Boring # ❑ Boring ® Pit Ground surface e!ev. I 0 - 6 ft, Depth to limiting factor 7 y in. Horizon Depth Dominant Color Redex Description Texture Structure Consistence Bcunda Rccts Soil Application Rat= in. Munsell GPD /ft� `� Qu. Sz. Cont. Ct Color Gr. Sz. Sh. 'Eif�1 'Er R2 O — L (� 10"1 IZ 3 �I — L I fr j'� 7> Z I0 Z$ 10 1 iLb — ( s I Z 3 M SM mr \j c.S — • S , z�- S�Iz3� _ L- SC) �U 4y ►oir� _ 1 C- S� a Boring # ❑ Boring G 1O' ® Pit round surface ` I - � ? e ev. �i �s ft. Depth to limitng factor in. Depth Dom' Soil Application Rate Horizon De P Dominant Color Redox Description Texture Structure Consistence Boundary ry Roots GPD /ft a Munsell Qu. Sz. Cont. Color I Gr. Sz. Sh. •Eff #1 •Eff#2 S i t Zwl sb k M --s 3 4z -qs > o �r 1Z u Z i ' Eflluent #1 = BOD > 30 < 220 mg and TSS >30 < 150 mg/L • Effluent #2 = BOD < 30 m CST Name 1 Please Print) — s 9�L and TSS < 30 ml _ Sig ature CST Number •Arthur L: Edegerer -. 03 Z1S — 6 220254 Address W e g e r e r Soil T e s t i n cr & Design Service Date Evaluation Conducted Telephone Number 421 IN. Iiain St. River F311s, UI 54022 1Z_1<) _0, 715 -425 -0165 Property Owner ` w�yN�O(� /�IL��/� ParcelID# ��L LJ \��JV Cj Page Z ' Of Boring # [j Boring ® pit Ground surface elev. UZ_ -7 ft. Depth to limiting factor 7 C ) 3 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft= in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. "Eff#1 - Eff#2 0 - otiIZ 31 Z s I `�Fsb►t m`F� C � Z •S .� 3 y6 -q to-12 y/ - s o F-1 Boring # [] Boring ❑ pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPO /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. - Eff#1 - Eff#2 ❑ Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. - Eff#1 - Eff#2 Effluent #1 = BOD > 30 < 220 mg /L and TSS >30 < 150 mg /L ' Effluent #2 = BOD < 30 mg /L and TSS < 30 mg/L 'Die Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608 -266 -3151 or TTY 608 -264 -8777. SBU -8330 (R 6100) PLOT PLAN Page = of µ Scale 1' ='0 ' , 1 I � i 3 • 6 �/0 1 � 01 Z j50 �.3 t S D i n K N 715- 425 -0165 O _z:,.. 220254 3 ZIS � CST Signature Date Telephone Ito. CST No. Job NO. f Parcel #: 040 - 1306 -26 -000 05/04/2005 11:32 AM PAGE 1 OF 1 Alt. Parcel M 08.28.19.1853 040 - TOWN OF TROY Current X', ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 06/17/2004 00 0 Tax Address: Owner(s): * = Current Owner * B & L LAND DEVELOPMENT INC B & L LAND DEVELOPMENT INC 450 N GLOVER RD HUDSON WI 54016 I Districts: SC = School SP = Special Property Address(es): * = Primary Type Dist # Description * 433 JORDYN LN SC 2611 SCH D OF HUDSON SP 1700 WITC Legal Description: Acres: 1.080 Plat: 10/09- SUNSET VIEW DEV 040/04 LOTS 1/37 SEC 8 T28N R19W PT NE SE BEING SUNSET Block/Condo Bldg: LOT 26 VIEW DEVELOPMENT ('04) LOT 26 (1.080AC) Tract(s): (Sec- Twn -Rng 401/4 1601/4) 08- 28N -19W NE SE Notes: Parcel History: Date Doc # Vol /Page Type 06/17/2004 766198 10/09 PLAT 2005 SUMMARY Bill M Fair Market Value: Assessed with: 0 Valuations: Last Changed: 03/18/2005 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 M Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 I � I Ir \� LOT 22 � . ,,�h .� 48947 S.F. o, ��.. 25 1.12 Ac. \ -J 20 30 0 2.91 140.65' „ �-- � S 85_24 44 W 320.8 � ul� 1 N I °,' 1 LOT 1 t > '� I LOT 23 w I LOT 15 � 3433 St. � I 51986 S.F. S.F. 0 45252 S.F. 1 �U`. I 1.19 Ac. o ri I 1 1.23 Ac. 1.00 Ac. lo I 1.04 Ac. I° co --- — z �p DD 192 88' '1 158.92 / LOT 24 89'32'32 "E — 431.57' — t9 ,� \ v 89845 S.F. ^ 89 '32'32 "W 431.57' 26 \ 2 \\ 2.06 Ac. / ............................ . ......................... . D _ 200.68 z 49.79' z O ° - - - - -� o F LOT 25 61036 S.F. B I I LOT 27 . I LOT 26 \ 1.40 Ac. N I 47608 S.F. I ,�, 47137 S.F. \ \ \ \ C I 1.09 Ac. I rn I 1.08 Ac. \ % \ \ \ I 0 \ \ 200.70 227.01 268.48 » 1440.85' a c a U N P LATT E D... LAND S SOUTHEAST CORNER, SECTION 8, FOUND SHEET 2 OF 3 A LUMINUM MONUMENT