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HomeMy WebLinkAbout032-2129-30-000 /* Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM countM. C Safety and Buildings Division z INSPECTION REPORT GENPERAL INFORMATION (ATTACH TO PERMIT) Sanita o.: Personal information you provice may be used for secondary purposes [Privacy Law X.15.04 (1)(m)]. 19MA ❑ City ❑ smasTe odwnshi State Plan ID No.: CST BM Elev.:- Insp. BM Elev.: BM Des ription: Z_ TANK d 0 w4l � r` c < TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic c )o Benchmark Alt BM D Dosi`ffg— .20 Aerati Bldg. Sewer Holding St Ht Inlet gyp. Z f , 3� TANK SETBACK INFORMATION A Ht outlet 1� 0 TANK TO P/L WELL BLDG. Vent to Air Intake ROAD D Septic > �� / NA Do NA Header / Man.( �, y L tion N Dist. Pipe . S Holding Bot. System � Z z • P PUMP / SIPHON INFORMATION F; 61-¢(xe Manufacturer and Model Numb , G M TD Ift Friction stem TDH t Forcemain Length Dia. Dist.To SOIL ABSORPTION SYSTEM BED/TRENCH Width i Le g , No. Of Trenches PIT No. Of Pits Inside Dia. Liquid Depth DIMENSIONS 3 d .S 2 - DIMENSION SYSTEM TO P/L BLDG WELL LAKE /STREAM LEAC IN Manufa ure: SETBACK MBE INFORMATION Type O e Num er: System: C J 7 -1)5- ©Q OR UNIT S ij ; DISTRIBUTION SYSTEM Header/Manifold Distribution Pipe(s) x Hole Size x Hole Spacing Vent To Air Intake Length � Dia. Length Dia. l Spacing ;h SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only Depth Over Depth Over xx Depth Of xx Seeded/ Sodded xx Mulched Bed /Trench Center Bed/ Trench Edges Topsoil InS ectio #l[:] Yes / EI No Ins eet ltlF1 #2] No / LCAMMENTS: ( Include code discrepancies, persons resent etc.) �f _�'1 Location: 1583 89th Street, Somerset, WI 5025 (0/2 NE1 /4 13 T30N R1 W) 1330191154 Boardman man � Estates -Lot 7 I �� �� 4 y s { � ire Vi red S�`fn 1.) Alt BM Description = `�'p �. / 2.) Bldg sewer length = y0' { a l ,Pp r`s�S - amount of cover = >Y' /� 3 •� oL5ero,J,y_ e ? Qs �ws��l/o� /. SAS SCG � y ?, CG.et,,,�cr 4;. - tack era Plan revision required? ❑ Yes ❑ No Use other side for additional information. SBD -6710 (R.3/97) Date Inspector's Signature Cert No. ,A q3F/ 5 � Tq - 5f- . 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 14 so d nsin Personal information you provide may be used for second p urpose s Madison, WI 53707 - 7302 Department of Commerce p [Privacy Law, s. 15.04(1)(m)] (Submit completed form to county if not state owned.) Attach complete plans (to the county copy only) for the system, on paper not less than 8 -1/2 x 11 inches in size. County > State Sanitary ermit Number ❑ Check if revision to previous application State Plan I. D. Number T I I �sS I. App tcation nformation - Please Print all Information Location: Property Owner Name Property Location E � C 1/4 - 1/4, S T G+,N, (or Pr perty Owner's Mailing Address Lot Number Block Number City, - state Zip Code Phone Number Subdivision Name o r CSM Number 5 ( ) ?D d I. ype of Building: (check one) ❑ city J4 1 or 2 Family Dwelling - No. of Bedrooms : ❑ Village ❑Public /Commercial (describe use):_ Town of ❑ S tate -Owned T Nearest Road 8 . T r �� C!C)�xi Parcel Tax Number(s) III. Type of Permit: (Check only one box on line A. Check box on line B if applicable) —» 0 — O O Q A) 1. K New 2. ❑ Replacement 3. ❑ Replacement of 4. 5. 6. ❑ Addition to System System Tank Only p 1 C ? 115 4 Existing System $) El Permit Number Date Issued A Sanitary Permit was previously issued IV. Type of POWT System: (Check all that apply) ER Non - pressurized In- ground ❑ Mound ❑ Sand Filter ❑ Constructed Wetland ❑ Pressurized In- ground ❑ Holding Tank ❑ Single Pass ❑ Drip Line ❑ At -grade ❑ Aerobic Treatment Unit ❑ Recirculating ❑ Other: V. Dispersal/Treatment Area Information: 1. Design Flow (gpd) 2. Dispersal Area 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 77 kVI1. Tank Capacity in Total # of anufacturer Prefab Site Steel Fiber- Plastic Information Gallons Gallons Tanks Con- Con- glass New Existing crete structed Tanks Tanks ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ VIII. Responsibility Statement I, the un ersigned, ass re sponsibility for installatiog of the POWTS shown on the attached plans. Plumber's ame (print) Plumber's Signatu (no S 7 MP/MPRS No. Business Phone Number P lumber's Address (Street, City, State, Zi Co e IX. County/Department Use Only ❑ Disapproved Sanitary Permit Fee (Includes Groundwater Date Issued Issuing Agent Signature (No stamps) Ig Approved ❑ Owner Given Initial Adverse Surcharge Fee) Determination X. Conditions of Approval /Reasons for Disapproval: C e�,�,�,ti- 4a,rv�ec� «c pie... .s re.�w�����►�,s SBD -6398 (R. 07/00) ', /Y,�i,l i�i,�s��yyo 6�1 L _ S�OL 7 36�— Q � - - ,� / f /,JK'5 .dl s�.e.� /� � /Y,�•� %�l . �I BroL1� fX -_ .�'oC�DD. D � ,� , ;, 1 _- __ __ _ _ _- __ __ �_ -- - -- - __ _ _ �. a. _ _ _ _ _ 0 __ __ – _ - - - _ . -- -- _ -- - - _ -_ T , - -- . - � �- a f ,�_. _ _ ��s,� __ __ __ _ � �� / „� r-5- .� sc�✓�.JCi/ / /,� Pte- � � /1;�• %,� O afa4f�- �x —, .,�v��f>D, D � /,9 J El ! r Y � f 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 �� r include, but not limited to: vertical and horizontal reference point (BM), direction and / x percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. # APPLICANT INFORMATION - Please F * 68ii00. Reviewed by Date Personal information you provide may be used for sefeb ") Law „s,`15 p4 (1) (m)). 2c�a Property Owner � Ptp Location G{!✓ /> o<_ rd divt. Lot lvl� 1/4 114114,S 13 T jo,N,R / 6(or)® Property Owner's Mailing Address ' .Lot # Block# Subd. Name or CSM# l o �1�' v /J OCe,�� 177 4.e? �.Sfl7 C State Zip Cod4 Phone N r >c +C ❑ Ci ty ❑ Villa e [9 Town Nearest Road 6� QUC ® New Construction Use: © Residential / Number of bedrooms Addition to existing building ❑ Replacement ❑ Public or commercial - Describe: p Code derived daily flow _Z oo gpd Recommended design loading rate ° 7 bed, gpd /ft 0 o trench, gpd/ft Absorption area required 57.7 bed, ft 7-S"� tr ench, ft Maximum design loading rate • 7 bed, gpdM • trench, gpd /ft Recommended infiltration surface elevation(s) /. 7 It (as referred to site plan benchmark) Additional design /site consiidderations �p Parent material c o ✓� I. O aj f l&i, Flood plain elevation, if applicable AX ft S = Suitable for system Conventional Mound In- Ground Pressure I AT -Grade System in Fill Holding Tank U = Unsuitable for system ® S ❑ U [ Ss ❑ U ®S ❑ U RS ❑ U ❑ S gl U EIS © U SOIL DESCRIPTION REPORT tA-j Loek -�'S 2co e E . �- Boring # Horizon Depth Dominant Color Mottles Structure GPD /f Texture Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed ,Trench 0-7 1 % 45 c ,7 S 2 /ode * *A S' � Sri f6� � v><� 3c • Ground Z /� S-y! 11 SL Z �'�'i a J Z Jy • S . 6 5 e "ft. y S� 7. / / � � � �► J /!J V J �G �r;f/ , �F- eT • o . 7 Depth to S y /XJ 7S �� �f✓ %Jf ii /J 0 . 7 , .8 - q- limiting factor 7 13a in. �, 71 Remarks: Boring # 1 0 4 % 3/ /y L S h7 G c w _? m 7 2 z -/� 7syiP �SL l/nss� v� c w . Y s 3 §- .A 1 4 1 ,4 o Ground hi 7, s�� Yf/ �� JYl l (/S AIL l�ev�. 9 ft. Depth to limiting f ctor 7 �in. Remarks: CST N a (Please Print) Signature Telephone No. s l C P/l e �� � ✓�E�.aG 71s- - jY1 320 Address D CST Number 3�� 11 cL ­ oe >3 J Y PROPERTY OWNER 944 60'C' "4 SOIL DESCRIPTION REPORT Page - of J PARCEL I.D.# L o - t 7 Boris # Horizon Depth Dominant Color Mottles Structure 2 9 Texture Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench in .- P7 I- c li, 3c � 7 S �- VY Ground ( �l J - /.Sf/C 41A /��,5 bf L C 4 v ,�- Depth to limiting p � - B9 • i� � in. �(.(� •fir Remarks: Boring # - Z2 7, r SL 1ml6 /A71;- c q I 3C V ZZ- 7�"r� 6 41 �nS es M c w z } Ground `� y 13 S 7-srk ky /1✓, 4 M S Dl IM . ' . , Y �- � , Depth to limiting factor 7 13S 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 # f?-d /L P 1 4 Z S 9r" G Ce- 3 C .7. 8 ,} z 6 -�a 7SY�Y� 5 n - ' — 65 0 V67 � ,rr� 6 � M1 OS J�� �w 2 Ground vk /. )p 0/ y A M5 aS ML - IF m� '�� • �- ! ev � Depth to limiting fac or 7 Remarks: Boring # Ground elev. ft. Depth to limiting factor in. Remarks: SBD -8330 (R. 07/96) GWNER. Page 3 of 3 Name Brian Parnell Address CST 231 14 Date - 7 - Z6 -0 If > enchmarkl ka;L 4 �� enchmark2 Y—&"/ 0a't 1,no.o Soil Boring J Suitable Area 40' Scale L 7 --- 7 Ivi 7t-i _ � ! � � 1 1 i i I t I ; ! I �, 1 1 74 " 1 141, 1 IF *v - IV Soil j i i V�D lj IS ( 4 P -. 1 V� �� � 1 '�,A� ��: .- �.,�'�� � J� C7 -,✓� - ter"" °�7 /_�� � � /; i � � �--' i -- l� j/� - F T) �� //% _ ' A ��. i, � . 132 0 ,{ � \ � I i �, ° �• � � �% r } �i %��'� �II �. /A � f !, / �� + ` Y ! �'Q / % / 1 � i�� /i 4 7O / 1}�LJ N _ IMPS RY � OP I /4,r( RES1� / �%� / �� �,` � � CD. ;= aJ��.7 �T1�i.,2 / � �(1 � I � 1 �� �` _�_ reo- -• /i,;�i 589' a.s7,, ACRES . TO BE.. y � ` y 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 't Wastewater Treatment S So bso on Com onent Manual for Private Onsite stems SBD- rp p o Y 10567 -P (R.6/99). Table 1: System Design Specifications Sanitary Permit Number 3 Number of Bedrooms Design Flow - Peak (gpd) S Estimated Flow - Average (gpd) !3 Septic Tank Capacity (gal) 5� Soil Absorption Component Size (ft) Type of Wastewater Domestic Table 2: Soil Absorption Component - Limits of Reliable Operation Septic Tank Component Soil Absorption Component Design Flow - Peak (gpd) Maximum Influent Particle Size (in) 1/8 Maximum BOD (mg /L) 220 Maximum TSS (mg /L) 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 years Soil Absorption Component Inspect once every 3 years 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 Privies, or Portable Interceptors, Seepage Beds Seepage Pits Seepage Trenches, P , P � a P9 � a P9 � a P9 Restrooms). The operating condition of tW ( se and outlet filter shall be assessed at least once every 3 years by inspection. utA�filte shall be cleaned as necessary to ensure proper operation. The filter cartridge sh e removed unless provisions are ma e o retain so i sin be tank that may slough off the filter when removed from its enclosure. If the Management Plan for a Septic Tank and Soil Absorption Component filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of scum and sludge in the tank exceeds 1/3 the liquid volume of the tank. If the contents of the tank are not removed at the time of an assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. Manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8- inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into the tank. No one should enter a septic or other treatment or holding tank for any reason without being in full compliance with OSHA standards for entering a confined space. The atmosphere within the septic or other treatment of holding tank may contain lethal gases, and rescue of a person from the interior of the tank may be difficult or impossible. Tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tank is no longer used as a POWTS component. Soil Absorption Component The soil absorption component serving this structure is designed to accept domestic wastewater from a residential facility. The limits of operation of this component are shown in Table 2. The longevity of a soil absorption component depends greatly on proper and timely maintenance, and system use within or below the limits of reliable operation. Good water conservation practices by all occupants and the installation of water conserving plumbing fixtures are key factors in extending the useful life of this component. The soil absorption component's operation must be assessed by inspection at least once every three years, The inspection shall include recording the levels of ponding, if any, in the observation pipes, and a visual inspection for any evidence of surface seepage or discharge from the component. On steeply sloping sites, areas of erosion should be identified and reported to the owner for repair. The surface discharge of domestic wastewater or sewage from the system is prohibited and considered a human health hazard. Traffic around or over the soil absorption component should be avoided particularly during winter months. The compaction or removal of snow cover over the component may lead to hydraulic failure by freezing. This type of failure is usually temporary, but is difficult or impossible to repair until weather conditions improve. In general, soil compaction over this component will reduce diffusion of oxygen into the soil and dispersal cell, which may lead to more intense, and earlier, organic clogging of the soil. 2 " Management Plan for a Septic Tank and Soil Absorption Component Plantings of deep-rooted trees direct) over or within ten feet of the g p- es and shrubs y component should be avoided since root intrusion into the component may obstruct wastewater flow. 3 ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND A n OWNERSHIP CERTIFICATION FORM OwnerBuyer AC9A6L cNata-* 115 -1411) Mailing Address 1W 19 2 N o AU 6. NJ6 W R tC_ LIMO AS (3 tom! l x(01 7 Property Address I 58S 9 S r,4&- jZxc_N, 6 (Verification required from Planning Department for new construction) City /State N(-,4W K1G4MU/JO W L Parcel Identification Number PA,ZT orrQ32-20L16 -10 A N 0 0 32 - Z64 190 LE GAL DESCRIPTION Property Location '/4, 666 — '/4, Sec. L3 T '� D N -R W, Town of SDM6rZSET Subdivision J3oAa6MAni ESTATE S C � , Lot # r 7 Certified Survey Map # , Volume , Page # Warranty Deed # ,f �y ;�X , Volume 1 , Pap-e# 1434 Spec house O yes .9 no Lot lines identifiable E4 yes O no SYSTEM MAINTENANCE 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 owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on -site wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. Uwe, 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 9 d da s of the three year xpiration date. tC.I1a� 0 SIGNATURE OF APPLICANT 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(s) of the ro erty ab e, by virtue of a warranty deed recorded in Register of Deeds Office. T , 05 / 0q1 0 k SIGNATURE OF APPLICANT DATE * * * * ** Any information that is mis- represented may result in the sanitary permit being revoked by the Zoning Department. * * * * ** ** 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 x.581 E_ 4 , 6 '�sui_ PAG 6.3T ?58 STATE BAR OF WISCONSIN FORM 2 -1998 KATHLEEN H. WALSH REGISTER OF DEEDS Document Number WARISANTY DEED ST. CROIX CO., WI This Deed, made between BARRY BOARDMAN, A/K/A BARRY A. RECEIVED FOR RECORD BOARDMAN, Grantor, and MICHAEL P. STENER AND ANGELA M. 01 -31 -2001 10:45 AN STENER, HUSBAND AND WIFE, AS SURVIVORSHIP MARITAL PROPERTY, Grantee. WARRANTY DEED Grantor, for a valuable consideration, conveys and warrants to Grantee EXEMPT # the following described real estate in St. Croix County, State of Wisconsin (The CERT COPY FEE: COPY FEE: "Property "): TRANSFER FEE: 147.00 RECORDING FEE: 10.00 LOT LAT OF 1�OARDMAN ESTATES IN THE TOWN OF SOMERSET, ST. PAGES: 1 CROIX COUNTY, WISCONSIN. Recording Area Name and Return Address B c evry --k-4 1.1.�� s3,�_ Kh )& J /eS - A Je So w ,-,,d W 1 S cf u� 7 Part of 032 - 2046 -10 and 032 - 2046 -50 Parcel Identification Number (PIN) This is not homestead property. Exceptions to warranties: Subject to all easements restrictions and covenants of record. p J > Dated this 16 W of JANUARY 2001. *Barry Boardman * * AUTHENTICATION ACKNOWLEDGMENT Signature(s) _ STATE OF WISCONSIN ) ST CROIX County SS. ) authenticated this day of 1 2001. Personally came before me this 16TH day of JANUARY 2001 the above named BARRY BOARDMAN * to me known to be the TITLE: MEMBER STATE BAR OF WISCONSIN` -fir ho executed the foregoing instrument and acknowledge (If not, % lo authorized by § 706.06, Wis. Stats.) •• II NO THIS INSTRUMENT WAS DRAFTED BY Ronald L. Siler �c **ELIZ � K NARGES VAN DYK, O'BOYLE & SILER, S.C. P� ublic, ate of Wisconsin My Commission is permanent. Post Office Box 118, New Richmond, WI 54017 % /� 1 6 1 - •., (If not sydt� iration date: JULY 29 , 2001 ) (Signatures may be authenticated or acknowledged. Both are not III f @' 'OCR .c necessary.) I, � W 1 ���r *Names of persons signing in any capacity should be typed or printed below their signatures WARRANTY DEED STATE BAR OF WISCONSIN FORM No. 2 - 1998 INFORMATION PROFESSIONALS COMPANY FOND DU LAC, WI 800- 655 -2021 IL BOARDM AN ESTATES l PART OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER AND PART OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER, ALL IN SECTION 13, TOWNSHIP 30 NORTH, RANGE 19 WEST, TOWN OF SOMERSET, ST CRdX COUNTY, WISCONSIN. it9E1R O�TA BEAINl06 TM1�1r ss Dan. Now. A 6 1 177.47 6410'JO' 670'04 .r u7 s I . 35 E I F 247Ar 641070 570 • nld Ten d 177 OT 23500 Mor 77.7r le12b1 2077611'W 6020050'E S1T11rW S,ed feel. Bet� W near 1M Mstlre�l ee„w d 233RD' 15200 17614 13C40]S8'W S1711'1rW SS10r4rW • 00nen d�113 f -.._.. J Le 10 ar ehent 14d. DewOu••56L36' E-F 167.00 6L1 57.14' 7D't47Y E7TYISS F.. foal. Sd W d tlr aeIMnISM d ISM Avenue 0-N 00 12101 121.N' 7014'63 S771Y1S5W l62105'M'W 5W O Fond 1' ken PIP eIN . nMhrly a1�+lm d fM rnhAM F,1 167.0 10644 101.65 ]071 57490b7.5'W 07'WIr'E N66'67'3rE . ..... G.M" Sdb.* Lb" d eASen Taw Ifaad E1w�tloinS764r K T 23100 ULM' 14601' 674 — F 0— th _q - IS15W. 40.67 40.61' 65•ae'3Y N0 778'2164 t6776'N4 N627S'OrE K.WL NMI We . Gallen l� 1.711 21L00 107.54' 1067' 267271• NSOEr464 K617r064 N66711'774 • lL20. H10 Weler ILr N-•N 167.0 15614 164.0- 547r3r N?0 M'W N567017Y K34W'A7'E FXX FFldnd Fk El 0-P 237.0 17642' 174.45' 4r N17 NW3Y4rW N74'06Y7 E O15Y166e Eoo�t 157.0 97.7r " S29M - E 934'06'274 2rT 233. 22147' 214.67 a475'Sr 8177005E 20D'&46'E 2567017•E 0,~ by AN. f ANDS UNPLATTED LANDS WEST LINE OF 7W NE 1/4 OF 7NE NE 1/4 SEC7fON 13 T LME OF 7HE SE 1/4 OF 7HE NE 1/4 SEC710N 13 NOO'04'14'E t01i7.04 - ,,� ------------ —sale— -- -zn.ta - - -- \— Y - - -1 \ \ 60' DIUS E 1EMPORAR rAear7 CUL- D E-SAC A5E61EHT 'r '•., I \\ I M BE REMOVED UPON j KxEr O KUL ' l \,� EXTENSION OF 7HE "R V \ `\ \ ROADWAY. o T 11 1 '• Coro Sa Fr \`\ L I O T 12 \ .91 ACRES \ •Sl r�s eur ® \ \ \\ m =952 Sa Fr \ % G B IJALWES 1 --- - - - - -- d►f ��fi \\ Q n.ut rifeear 7 / Kac.ar 9� / N0o s.7'46'NI pr 9jig; \� \ 1 1 ' ]7b 4.8 'isr --- - - - - -- LOT 10 f - \O 164.325 Sa FT. �s J 6B ACRES d e5rr r,.e.4ee4• 250.!1: I 1 7a A' ? { � � ' it LOT 13 •. _ +°� , *� i 1A 724423 Sa Fr.� I \ G 1I :�v �f��� 7.49 ACRES 4 7 \\ ,,. �. LOT 1 4 i p }L �4 ! ` �!"y °•. ♦� '� 1\\ ; ........................ 1555X.+55 p 6 1.72295 Sa FT. .# �•. .. ... .............. � •• ................ 104 A CALES r v � I ,' -- - -- - 000.06'-' -) - -- --- - -- �> LOT 9 \ —61. - - - -_— — — so:» 1* _ — ?49,836 SO. Fr �+' '; ' '- - -- - - -- - - - -- b i n ,O 574 ACRES Q r r "'L.~ - 366.62 III '•• ` \ 0 9 �or 10 R Lore ......................... 214440 SO. Fr L.0 T 7 � LOT 6 134849 S Fr. . f , 134730 Sa Fr aoo ACRES 7 300 ACRES ' 44LO 423,77 �I 111 662 751 27 .66' - - ,/�.._.._.._.._.._.._.. NMIl " M ,TM OJOYM LM mooVal" 2047.!1 ' UNPLATTED LANDS