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HomeMy WebLinkAbout038-1197-00-000 wwnm Departrnent of Commerce PRIVATE SEWAGE SYSTEM C ou st : '= Winy and Buildings Division ' INSPECTION REPORT S . Croix GENERAL INFORMATION (ATTACH TO PERMIT) Sanitary Permit No.: Personal information you provice may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)). 383893 Permit 1 der's Name: City Q Village Town of: State Plan ID No.: C opp, Steven Star Prairie Townshi CST BM Elev.: Insp. BM Elev.: BM Description: Parce Tax No.: Z" PV C- = C57 wt I 038- 1197 -00 -000 TANK INFORMATION ELEVATION DATA c3. 3-1. t t 3 q TYPE MANUFACTURER CAPACITY STATION BS HI I FS ELEV. Septic cv Benchmark . %Z- 1a2 �2 SAD• b r Dosing Alt. BM 3.3q ' Aeration Bldg. Sewer , 36. Holding ©/ Ht Inlet S• 4 24. TANK SETBACK INFORMATION St/ Ht Outlet 6 co C Z TANKTO P/L WELL BLDG. Airi to ntake ROAD Dt Inlet Air I Septic Si Z 1 r NA Dt Bottom Dosing NA Header / Man. S °• I .GG . Aeration NA Dist. Pipe to .Zo 2 Holding Bot. System PUMP/ SIPHON INFORMATION Final Grade 3a over Manu durer Demand Model Nu PM TDH Lift n S stem TDH Ft Loss Forcemainj Length j Dia. Dist. To Well SOIL AB PTION SYSTEM BEO / N width Length * f Trenches PIT No. Of Pits Inside Dia. Liquid Depth E 3 (.� -S L Manu ct er. SETBACK SYSTEM TO O IT P / L BLDG WELL LAKE /STREAM HAMBE INFORMATION Type M� e I um er: System: zl �2 `— - S' DISTRIBUTION SYSTEM Header /Mani oid Distribution Pipe(s) x Hole Size x Hole Spacing Vent To Air Inta e Length Oia. Ong /�/ '^ 3 3 SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only Depth Over Depth Over xx Depth Of [����o Mulched Bed /Trench Center Bed /Trench Edges Topsoil Yes ❑ No / n COMMENTS: (Include code discrepancies, persons present, ec lon : 0 / /o Inspection #2: Location: 1310 216th Avenue, New Richmond, WI 54017 (SW 1/4 NW 1/4 13 T31N R18W) - 1331181 34 Pine Acres -Lot 39 S j ad 1.) Alt BM Description = S Vw � '"''- "S -+0�e Sd .Q S X169 " Z 41 2.) Bldg sewer length= 2 k' `7 - amount of cover 3 � {s• �cw .� C 9 ��r. a,.- �a, T `� 'aS� -1 �naC N G� S�2 a 2 `Q - Plan revision required? Yes No Use other side for additio © at Date ' spedor's Signature Cert No SE D -6710 (R.&97) cn - •a ca I I I 37, L[ C Sanitary Permit Application Safety & Buildings . In accord with Comm 83.21, Wis. Adm. Code 201 W. Washingtoi. See reverse side for instructions for completing this application PO Box N i sconsin Personal information you provide may be used for secondary purposes Madison, WI 53707 -73L Department of Commerce [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 r State Sanitary ° M 3 if revision to previous application State Plan I. D. Num rr I. Application Information - Please Print all Information Location: Property Owner Name �z e-0) . roP P > APT P3opertY Location F f +' S!<l /_4 �1/4, S 3 T 3I .N, R W Property Owner's Mailing Address Lo Number Block Number if _ " (1 01 13 City, State Zip Code Phone 4imbes a Subdivision Name or CSM Number r• /V.P.c -c — .� d (2/-57 ) 0- 6& A g o II. Type of Building: (check one) b City Rr- 1 or 2 Family Dwelling - No. of Bedrooms: ❑Villa 11 Public/Commercial (describe use):_ -/` /" -� r, J� Town of ❑ State -Owned L P N 1 Nu r(sZ III. Type of Permit: (Check only one box on line A. Check box on line B if applicable) A) 1. RNew 2. ❑ Replacement 3. ❑ Replacement of 4. 5. 6. ❑ Addition to System System Tank Only Existing System B) Permit Number Date Issued ❑ A Sanitary Permit was previously issued IV. Type of POWT System: (Check all that apply) P LNon- pressurized In- ground ❑ Mound ❑ Sand Filter ❑ Constructed Wetland • Pressurized In- ground ❑ Holding Tank ❑ Single Pass ❑ Drip Line • At -grade ❑ Aerobic Treatment Unit ❑ Recirculating ❑ Other: t`I, SL-" e%r CAAawt r V. Dispersal/Treatment Area Information: cry; t o z ' X 69 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) / /' Elevatin Aso 3 �s 3 � /, - q3 -a g' VII. Tank Capacity in Total # of Manufacturer Prefab Site Jteei Fiber- Plastic Information Gallons Gallons Tanks Con- Con- glass New Existing crete structed Tanks Tanks < /QOI� ' IOD � L �� l � ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ VIII. Responsibility Statement I, the undersigned, assume responsibility for installation of the POWTS sho n the attached pl ans. Plumber's Name (print) Plum 's Sign ure s 7MP P RS No. Business Phone Number Plumber's Address (Street, City, State, Zip Code) X�� ,4 po IX. County/Department Use Only ❑ Disapproved Sanitary Permit Fee (Includes Groundwater Date Issued Agent Signature (No stamps) pproved ❑ Owner Given Initial Adverse Surcharge Fee) o0 Determination �-� / S 3 v , X. Conditions of Approval /Reasons for Disapproval: Stij4&,N drew" 6 &6ed re0K 6.Y,4./440; r«- 1 4 N , nn r 6n ant.tr4v Pd�v756V« sron Z.o) d(.�, fr(�►{tZ.`ffiw�L a4totwf �c((e, pmVS+ 6 µtai AliK,) -�e� Jftt4 Nkc�vt, 1 S'Q*- �i�t��l>tts. �ar' u. � � Laa� ,`k 41 `flat, 56 ✓vv{wz, Wv4 6t,g Go" a +cam 0-ik- J ,Sot a a �A. l t4w"�S G&dc wv de "a nc. rl� SBD -6398 (R. 07/00) Mo d ` Ilk Z MyL R -Wisconsin Department of Commerce SOIL AND SITE EVALUATION Page 1 of 3 Division of Safety and Buildings in accord with Comm 83.05, Wis. Adm. Code Attach complete site plan on paper not less than 8% x 11 inches in size. Plan must County �^ include, but not limited to: vertical and horizontal reference point (8M), direction and �j� a I `x percent slope, scale or dimensions, north arrow, and I and distance to nearest road. Parcel LD.# APPLICANT INFORMATION - P $6.0rint all infarnWion. Pendin Personal information you provide may be used s ary purposes (Privacy Law; . 15.04 (1) (m)). Re ' we By — D S I c Property Owner Property Location Lakes & Hill De Qovt. Lot 1l4 NW 114, 13 T 31 N,R 18 (W Property Owner's M 'ling Address — r r 1 ,. 6 I�ot # Block # ❑' Subd. Name or CSM# Ca -. « .. 1 , ? 39 ❑L _ Pine Acres City / tate Zrp bode PhobtNon ber City F_.�V illage (Mown Nearest Road r f e fd,� 216TH. Ave. ❑ New Construction Use: Z 6i4dinii$ Nurnhenof drooms 3 ❑Addition to existing building ❑ Replacement [:1 Public o cribe Code Derived daily flow 450 gpd Recommended design loading rate .7 - beds gpolftz 8 'UBPtGfi, gpd/ft Absorption area required 643 bed, ff 562 trench, fF Maximum design loading rate .7 be4; gpolltz .8 # eft i gpdff Recommended infiltration surface elevation(s) � 4 4. L # (as referred to site plan benchmark) 7 Additional design / site considerations _&*� Parent material- -------------- - - - - -- Flood plain elevation, if applicable - - --- -- ft F Suitable for system Conventional Mound In - Ground Pressure AT - Grade System in Fill Holding Tank uitable for system ❑ S ❑ U ❑ S ❑ U ❑ S ❑ u ❑ S ❑ u ❑ S ® 7 0 s ® u SOIL DESCRIPTION REPORT Horizon Depth Dominant Color Mottles Texture Structure Consistenc Boundary Roots PD/ft- 8oring# in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. c 1 1 0 -10 10YR3 /3 ------------ - - - - -- I 1 msbk mvfr as if .4 2 10 -19 10Y R4/4 ----------- - - - - -- I Imsbk mvfr g Ivf .4 Ground 3 19 -29 10Y /4 ------------ - - - - -- Cl lmsbk mde a s - - -- 2 elev 98.3 ft. 4 29 -57 7.5YR4/4 ------------ - - - - -- cs osg ml gw - - -- .7 �. Depth to 5 57 -94 I0YR4 /6 ------------------ s osg ml - - -- - - -- .7 limiting ' d - 9iv factor / >94" ?Z •%T,/i :. rt. Remarks: 2 1 0 -9 10YR3 /3 ------------------ I lmsbk mvfr as 2f .4 (P 2 9 -18 10YR4 /3 ------------ - - - - -- I lmsbk mvfr gw Ivf 4 Ground 3 18 -25 10YR4/6 -- - - - - -- lmsbk mvfr as as - - -- .2 elev - - -- - - - - -- Cl — - - -- -- - .3 97.4 ft. 4 25 -50 7.5YR4/4 ------------ - - - - -- I osg ml gw - - -- .=7:. ,• Depth t0 5 50 - 83 10YR4 /4 ------------ - - - - -- osg ml - - -- - - -- 7 8 0 limiting $ 0 factor >83" ' Remarks: -- — - - -- - - - - - -_.. -- CST Name (Please Print) Signature: Telephone No. Jacque H awkins -- _ ,_ 4 7 L - � y Address f Date CST Number Ref # a 6 0 0e , WU e 1V j Y8 4/10/00 � z., 41 2 r - PRQPERTY OWNER: Lakes & Hills Development SOIL DESCRIPTION REPORT Page 2 of 3 PARCEL I.D.# Pending I . Horizon Depth Dominant Color Mottles Texture Structure onsistence Boundary Roots D1ftz L in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. n 3 1 0 -11 10YR 3/3 ------------ - - - - -- I Imsbk mvfr as 2f .4 1 / 2 11 -19 l 0YR /3 ----------- - - - - -- 1 Imsbk mvfr gw 1 of 4 Ground elev 3 19 -28 10YR4 /6 --- - - - - -- cl I ms mfr as - - -- .2 98.0 ft. 4 28 -57 7.5YR4/4 ------------ - - - - -- cs osg ml gw - - -- .7 Depth to 5 57 -89 10YR /6 ------------ - - - - -- s osg ml - - -- - - -- 7 8 limiting - - factor Remarks: 4 1 0 -10 10YR3/3 ------------ - - - - -- I Imsbk mvfr as 2f .4 5 2 10 -21 10YR4 /4 ------------ - - - - -- 1 Imsbk mvfr gw 1vf .4 .5 Ground elev 3 21 -54 7.5YR4 /4 ------------ - - - - -- cs osg ml cw - - -- . -- -- - - -- - -- 96.3 ft. 4 54 -70 10 YR4/4 - ----------- - - - - -- s osg ml - - -- - - -- 7 Depth to limiting - -- - - - - - - - -- - -- - -- -- -- — factor >70 - -- - - - - - -- - - Remarks: — -- - -- -- - -- - -- - -- - -- 5 1 0 -9 1 ----- ------- - - - - -- I Imsbk mvfr as 2f .4 2 9 -20 10YR4/4 ------------ - - - - -- 1 Imsbk mvfr gw lvf .4 Ground elev 3 20 -49 7.5 ------------ - - - - -- cs osg ml gw - - -- 7 8(, 96.3 ft. 4 49 -71 10YR4/6 ------------ - - - - -- s osg ml - - -- - - -- .7 .8 ' Depth to limiting - -- - - -- - factor >71" - Remarks: Ground elev - - - -- -- — - - - -- - - ft. Depth to limiting - - - - - -- -- - - - - -- - - -- - - -- - - -- factor Remarks: U ?� � Ilk rN rl 0 7 _ s � k C 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 x 8 Number of Bedrooms 3 Design Flow - Peak (gpd) U Estimated Flow - Average (gpd) V b Septic Tank Capacity (gal) G2� Soil Absorption Component Size (ft 3 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) 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 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 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 Sod 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 Fr i. 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. I ova.. S a ij N � 67 1 5) 6 3 r ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNEPHIP CERTIFICATION FORM Owner/Buyer iV ��r�i o (L �z _ 0 y Mailing Address Property Address f (Verification required from Planning Department for new constructio City /St ate "���`h�, �� ` parcel Identification Number LEGAL DESCRIPTION S Property Location Ny`\ '' /., yfflo� 'V., Sec. k , T 3i N -R W, Town of Sx-'P Lk Subdivision A L Lot # 3 Certified Survey Map # , Volume Page # Warranty Deed # Volume Page # 15_ Spec house ❑ yes)2"'no Lot lines identifiable yes ❑ no SYSTEM MAINTENANCE er use Improper and epti nanceof your septic system could result in its premature failure to handle was consists of pumping out th tes. Proper maintenance e 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 r veri is in proper operating condition and/or (2) after inspection and pumping (i necessary), the t septic tanksis ess 1 ter /3 l of sludge. system 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 retumed to the St. Croix County Zoning Office within 30 days of the three year expiration date. SIGNATURE OF APPLICANT 5 /,? �/ O 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 property described above, by virtue of a warranty deed recorded in Register of Deeds Office. SIGNATURE OF APPLICANT DATE Any iafomtatioa that is n:is- represented may result is the sanitary permit being revoked by the Zotti4g Department. « «.•.. `« Include with this applicstion: a stamped warranty eed rY hom the Register of Deeds office a COPY of the certified survey map if reference is made in the warranty deed f J von 1644 PAGF 58 646154 STATE BAR OF WISCONSIN F 2 - 1999 KATHLEEN H. WALSH Document Number WARRANTY DEED REGISTER OF DEEDS ST, CROIX CO., WI This Deed, made between Lakes and' Hills, Inc., a Minnesota RECEIVED FOR RECORD Corporation, 05-22 -2001 1 45 PM WARRANTY DEED Grantor, and Steven F. Kopp and Megan A. Kopp, husband and wife, EXEMPT It CERT COPY FEE: COPY FEE: 2.00 TRANSFER FEE: 101.70 RECORDING FEE: 10.00 PAGES: 1 Grantee. Grantor, for a valuable consideration, conveys to Grantee the following described real estate in St. Croix County, State of Wisconsin (if more space is needed, please attach addendum): Recording Area Lot 39, Pine Acres, Town of Star Prairie, St. Croix County, Wisconsin. Name and Return Address lnlo Sy cGw,olt l� •e �� c �� � ovu � �.v � 5 � u � � Pt 038 - 1054 -90 -000 Parcel Identification Number (PIN) This is not homestead property. (9) (is not) Exceptions to warranties: Easements, restrictions and rights -of -way of record, if any. Dated this ?j ?m ay of May 2001 Lakes and Hills, Inc. * * By: Richard S. Nelson, resident * * AUTHENTICATION ACKNOWLEDGMENT Signature(s) Lakes and Hills, Inc., by Richard S. Nelson, its STATE OF WISCONSIN ) President, ) ss. 2 County ) authenticated this�y of � May 2001 Personally came before me this day of the above named * Kristina Ogland TITLE: MEMBER STATE BAR OF WISCONSIN (If not, to me known to be the person(s) who executed the foregoing authorized by § 706.06, W is. Stats.) instrument and acknowledged the same. THIS INSTRUMENT WAS DRAFTED BY Attorney Kristina Ogland Notary Public, State of Wisconsin Hudson, WI 54016 My Commission is permanent. (If not, state expiration date: (Signatures may be authenticated or acknowledged. Both are not necessary.) f ) * Names of persons signing in any capacity must be typed or printed below their signature. information Professionate company, Fond du Laa. WI STATE BAR OF WISCONSIN W0455 -2021 WARRANTY DEED FORM No. 2 - 1999 1644PAr, �58 �4�1s4 STATE BAR OF WISCONSIN F 2 -1999 KATHLEEN H. WALSH Document Number WARRANTY DEED REGISTER OF DEEDS ST. CROIX CO., WI This Deed, made between Lakes and Hills, Inc., a Minnesota RECEIVED FOR RECORD Corporation, 05 -22 -2001 1:45 PM NARRANTY DEED Grantor, and Steven F. Kopp and Megan A. Kopp, husband and wife, EXEMPT M CERT COPY FEE: COPY FEE: 2.00 TRANSFER FEE: 101.70 RECORDING FEE: 10.00 PAGES: AGES: 1 Grantor, for a valuable consideration, conveys to Grantee the following described real estate in St. Croix County, State of Wisconsin (if more space is needed, Recording Area Lot 39, Pine Acres, Town of Star Prairie, St. Name and Return Address /� lnlo3 S�Jcaw�ot•c 'a l� t...� �� c �� � oval q lv � S `•�,u � Pt 038 - 1054 -90 -000 Parcel Identification Number (PIN) This is not homestead property. (K) (is not) Exceptions to warranties: Easements, restrictions and rights -of -way of record, if any. Dated this Z- 24 of May 2001 Lakes and Hills, Inc. * * By: Richard S. Nelson, iresident AUTHENTICATION ACKNOWLEDGMENT Signature(s) Lakes and Hills, Inc., by Richard S. Nelson, its STATE OF WISCONSIN ) President, ) ss. �,,p County ) authenticated this fly of May 2001 Personally came before me this day of the above named * Kristina Ogland TITLE: MEMBER STATE BAR OF WISCONSIN � (If not, to me known to be the person(s) who executed the foregoing instrument and acknowledged the same. authorized by § 706.06, Wis. Stats.) THIS INSTRUMENT WAS DRAFTED BY « Attorney Kristina Ogland Notary Public, State of Wisconsin Hudson, WI 54016 My Commission is permanent. (If not, state expiration date: (Signatures may be authenticated or acknowledged. Both are not necessary.) 5 •) * Names of persons signing in any capacity must be typed or printed below their signature. Information Professionals company, Fond du Lac, N WARRANTY DEED STATE BAR OF WISCONSIN 8004ss - 2021 FORM No. 2 - 1999 Dralna9a �� p�0y P " *\ R9NWL 961.2 36 c� 170,462 sq. ft. . 386 . 0 1 3.91 acres �. \ \ \\ �`�* ?�� w V- 40 Vv � \`�`` A,/ BOO 145,804 sq.ft. acres ` �� m 3.35 ,'� °� \ �\//� \ Lt .81 ?� / sIr: \ \ 39 dam. A 1 ° 0 5 04 f 150' 72,878 sq. ft. /�•kh 1.67 acres g `_' 3 \ U I . 384.75 i 3p 30' \� 3 W vi 848 sq. ft. \\ \� •02 '00 W \ ., 78, 6 o .81 acres �s 5� 65,402 - 1 �'. \ �-f i \ 1.501 _; � line of 38 �' N d \ Southerly � � \ 'S w Lot 1, C.S.M. 9/2460. 68,310 sq.ft. 4,'E 1.57 acres w •0 \ \ \` cn 0 50 44 _ - - -- 68,765 sq. ft.� 1.58 acres 216 T C )\ 9 C1�— ,,�k� C68 �s h g -k! _ N M 47 I 86,543 sq.ft. ' 5( 1.99 acres "� 4 9 �'' 413 65, 742 sq. ft. m 66,326 $ 65,451 sq.ft. 1.51 acres 1.52 c 1.503 acres - o w N h w - 2090.08'- 177.28' 247.96' 260.22' MAP , , it 16. f . t + 1_ V L-. in 1 14 LJ J ,.- West tine Of SW 114 of the - — — —I , — — — — — —I West line of NW 1/4 of kW i, I . of 125 ; 1 NW 1/4, Sec 13, 131N, R18 -West line of SW 1/4 f th , C OUN TY T HIGHWAY ' of Sec. 13, T31N, R18W ' ` , /, — — 9fclf 1 NW 1/4, Sec. 13, T31N, R18W , VAR Noo•ao'4s••E ±- — - __� - - - - - - - - _ = =z - _ - - + (w+DTH) e 1 ; (VA wtorH) N00 ' � 3B8. 7B �_. + 1 (VAR. ►MOTH) •'^ 1 - . , 1 (VAR. MADTH) ' f : � 240.46 668.87 1 "� 27.11' 'Dedicated to the Public E t327.tt' s 1 NOObO'46'E t! (VAR•)v (VAR. 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