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HomeMy WebLinkAbout026-1126-12-000 i i ° ir oi 3 d° v 3_ d 1 V1 � I � n O ;q IV a lr • v o C cn m N s 3 o D N N O� .t O !. N gy�pp > > >� o N tD N O v �Y O O O n _ "I W N r'i O (O V W C N d C ,n„ C b � `° o c v ID m A a a a p _0 r W N N 3 Q � r O t O O m N p o l Co 0 c ° s 3 .° Z OOO� 0 A c N N N N s w aft Q N ea g D y y •• S) CD CD _ M � p Z O ° z Zz O o =' = = m �lr -' O l�l ... A O O y 3 m ? c C m N m n °' m � � E d 3 p z o C? G) 3 G 3 L 0vM m o N I J CL M � Z 3 .. -4 I gaoaA v N N `C N m O. y m C cn LA ° c z ro Z a O S CL O. O 0 n3 m � Z � � w 5 2 d ° � C O x "�7 � � m o a z�co0 fN�2 I s � c _�. ►r w = m m�u�i o 3 m A 0 w (D oro p �e cn O � w 0 � o 1 VL1, #n Department of commerce PRIVATE SEWAGE SYSTEM County: Safety and Buildings Division St. Croix INSPECTION REPORT 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))• 374915 Permit Holder's Name: y ❑ City ❑ Village [] T wn of: State Plan ID No.: Derric ction In ., / i/�4 Richmond Township C BM Elev.:. Insp. BM Elev.: BM Description: Parcel Tax No.: Dv !o " C _ b2�o (j Ito — 17v TANK INFORMATION ELEVATION DATA .713 TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Beni Aeration Bldg. Sewer Holding 0/ Ht Inlet TANK SETBACK INFORMATION I Ht Outlet to G TANK TO P / L WELL BLDG. Ai Intake ROAD D Septic j f ` + , � �/� ± 2 Y r NA 3 Dosing NA Header/ Man. 4.7y o vL' Aeratio Dist. Pipe tM ��-�? i =•mss Holding Bot. System R ty „ PUMP / SIPHON INFORMATION anu and �lac� .-f `g © 3 Model Numb GP TDH +ft Friction m TDH F Loss ea Forcemain Length Dia. Dist. To well SOIL ABSORPTION SYSTEM l-_-�> CkAiJe, s tam BED / EN H width Lent No. Of Trenches F PIT No. Of Pits Inside Dia. Liquid Depth IM ! - ZS 1 1 DIMENSION SETBACK SYSTEM TO P/ L BLDG WELL LAKE/STREAM LEACHING Manu act er: INFORMATION Type Of / f L` " ^ "'1' o ON tier: System: �S �Z l bb Y t11ivNrf DISTRIBUTION SYSTEM Header / Manifold Distribution Pipe(s) x Hoe Size x Hole Spacing Vent To Air Intake Length Dia. Length k. 4l Dia. .L]J& Spacing 1- '- > ! 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/Tr nch Center Bed /Trench Edges Topsoil I ❑ Yes ❑ No []Yes ❑ No COMMENTS (Include code discrepancies, persons present, etc.) Inspection 21: /o /19 loo Inspection #2: 1 1 Location: , (NE 1/4 SW 1/4 12 T30N R18W) - Water's Edge -Lot 12 1.) Alt BM Description = `I o ram 2.) Bldg sewer length = Z `t / - amount of cover = 711 ' o�T i �kSf Plan revision required? ❑ Yes No Use other side for additional information. SBD -6710 (R.3/97) Da Inspector' nature Cert. No. YL ADDITIONAL COMMENTS AND SKETCH �►.. i SANITARY PERMIT NUMBER: > ____4 .. i _. ... _ . —f—T j 9 i v._...., p ..�� ...} ...- .�..,...� .d ... ., ..,..„...� ,..,�7�,...,m...� tee} ..._..e m...._._........mY ,<.. �...�.,,.,.e,�..,. ,m».„�»„..,«,.. �..,.»...,�,..:.�. . . «..- ..«6...,. s � k & a �._..,, .,..n..�.._» } »........�,.»._.. _. ,_ -a .......,�.�.u....,.. ..„�.»...„... ._ _ a.m. z... g ._.�,.._..... �.� _. .. s F s $ s t g k Sanitary Permit Application Safety & Buildings Division • In accord with Comm 83.2 1, Wis. Adm. Code 201 W. Washington Ave. See reverse side for instructions for completing this application PO Box 7302 N-Viscon Personal information you provide may be used for secondary purposes Madison, W[ 53707 -7302 �epertment,of ammerce y p y [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 1 I inches in size. Cpq c State �ani Permit Number ❑ Check if revision to previous application State P lan 1. D. N umber I. Application Information - Please Print all Infqmation Location Property Owner Name n6 y PS Property Location t r G t [ - S1 /4S WI /4 S] T3. ,N, R/ r W Property Owner's Mailing Address Lot Number Block Number ISO-5 � w ( f a.Bp IV 7 City, State Zip Code Phone Number Subdivision Name or CSM Number k l 00 AIM r II. Type of Building: (check one) ❑ City e4w\ ❑ Village Q " ( or 2 Family Dwelling - No. of Bedrooms : (j , ^�To of ! � Public /Commercial (describe use):_ ❑ State -Owned v t C 31 Z ti Nearest Road 1 A4 0 - U, 3 r G} 25't P 1 Tax Nu —30 - III. T ype of ermit: Check only one box on line A. Check box on line B if applicable A) L New 2. ❑ Replacement 3. ❑ Replacement of 4. 5. 6. ❑Addition to stem 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) -� `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 vation 7. Final Grade Required Proposed Rat (GalsJday /s ft.) (MinJinch) Elevation © Glob Lt�R 5 = A-10 ---- / °� •CIS log, z M VII. Tank Capacity in Total # of Manufacturer Prefab Site Steel Fiber- Plastic s Information Gallons Gallons Tanks Con- Con- glass New Existing crete structed T Tanks Tanks �;i3t ocS ❑ ❑ ❑ ❑ A -1OLF 0 C VIII. Responsibility Statement 1, the undersi ed, assume responsibility for insta 'on of the POWTS shown on the attached plans. P mbers Name (pri nt Plu ber's Si„ ture o s ps): /MPRS NO Business Phone Number c0 S1 JIS Plumber's Address (Street, City, State, Zip C e) IX. County/Department Use Only ❑ Disapproved Sanitary Permit Fee (Includes Groundwater Date Issued Issuing Agent Signature (No stamps) 1A Approved ❑ Owner Given Initial Adverse Syicha� ) 2 ( _ Determination X. Conditions of Approval /Reasons for Disapproval: l2 k ItU VV -- I 1 i i , 41 - _ L I -- -- I . o I I t It � I r , j 1 - t -{ -- - - - -- - d -- - — 1 I i I I y � Lit I I i o o c o . 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AdrIT e zNTY Attach complete site plan on paper not less than 81/2 x 11 inches in siz FFTp must include, bV%% Croix not limited to vertical and horizontal reference point (BM), direction and oflslope pile �r a y w EL I.D. # dimensioned, north arrow, and location and distance to nearest road. $` C a cv ndin cf co p0 f}E I WED BY DATE APPLICANT INFORMATION— PLEASE PRINT ALL INFORMATIO >\ Z NNG , `Zf` PROPERTY OWNER: P Derrick Const. Inc. GO • S, SW 1/4,S 12 T 3o N,R 1 8 R(or) W PROPERTY OWNER':S MAILING ADDRESS LOT # BLOCK # SUBD. NAME OR CSM # 1505 Hy. #65 12 na Brushy Mound Lake CITY, STATE ZIP CODE PHONE NUMBER []CITY C]VILLAGE [SOWN NEAREST ROAD New Richmond, WI. 54017 (715 246 -2320 Richmond 140th. St. [ �] New Construction Use [K ] Residential / Number of bedrooms [ ] Addition to existing building [ ] Replacement [ ] Public or commercial describe Code derived daily flow 600 gpd Recommended design loading rate _ y 5_ bed, gpd /ft gpd /ft Absorption area required 1200 bed, ft 1000 trench, ft Maximum design loading rate .5 bed, gpd /ft trench, gpd /ft Recommended infiltration surface elevation(s) _ _ _ _ _ 103.45 ft (as referred to site plan benchmark) Additional design / site considerations trenches 2;.17 below grade, reommend mound for system longivity Parent material lake terrace Flood plain elevation, if applicable na ft S = Suitable for system CONVENTIONAL MOUND IN- GROUND PRESSURE AT -GRADE SYSTEM IN FILL HOLDING TANK U = Unsuitable fors stem KI S ❑ U f] S ❑ U as ❑ U EI S ❑ U ❑ S ®U ❑ S ® U SOIL DESCRIPTION REPORT Depth Dominant Color Mottles Texture Structure Consistence Boti>dary Roots GPD /ft Boring # Horizon in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench <? 1 < 1 0-10 10 r 4 none sl 2mcir mvfr QW 2f .6 .� 2 10 -62 7.5yr 4/6 none ms osg ml gw if .8 .�- Ground 3 62 -80 5 r 4/4 c 7.5 r 5/8 sl 2msbk mvfr na na .6 elev. 10 ft. Depth to limiting factor 62' d Remarks: Boring # 1 0 -14 10yr 3/3 none sl 2mgr mvfr gw 2f .5 .6 .S 2 14 -24 10 r 4/4 none is osg mvfr gw if .7 8 . } Ground 3 24 -60 7.5 r 4/6 none ms oSg ml gw na .7 .8 elev. 4 60 -84 7.5yr 4/4 none sl 2msbk mvfr na na .6 10 ft. Depth to limiting o� factor +84" 24 • Remarks: CST Name: -- Please Print Gary L. Steel Phone: 715- 246 -6200 Address: 1554 200th. A New Ri WI 54017 Signature: Date: 6 -2 -2000 CST Number: m02298 PROPERTYOWNER Derrick Const. Inc. SOIL DESCRIPTION REPORT Page 2' _ of -3 3, 4 PARCEL I.D. # Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Tw& 3 - s 2msbk mvfr w 2f .5 .6 •S" 2 6 -62 7.5 r 4/6 none ms osg ml gw if .7 .8 .� Ground 3 62 -80 5 r 4/4 22D7.5 5/8 sl 2msbk mfr na na .5 .6 . elev. 10 ft. Depth to limiting , factor Remarks: Boring # 1 0 -14 10yr 4/3 none si 2msbk mvfr gw 2f .5:; .6 . s' 2 14 -26 10 r4 4 none is osg mvfr if .7 .8 .� Ground 26 -70 7.5 r 4/6 none ms 0sq mvfr w na .7 .8 elev. — r 4 c2 7. r 5/8 sl 2msbk ml na na .5 .6 10 ft. Depth to limiting factor 70" Remarks: Boring # 1 0 -8 10 r 4/3 none sl 2mgr mvfr yw 2f .5 .6 _S' 5 8 -25 10 r 4/6 none is os mvfr gw if .7 : 2 rGround 3 25 -78 7.5yr 4/6 none ms osg ml na na .7 .8 elev. 10 ft. Depth to limiting 4 factor 75" Remarks: Boring # Ground elev. ft. Depth to limiting factor Remarks: I I SBD- 8330(8.05/92) I "y F STEEL'S SOIL SERVICE Gary L. Steel Derrick Construction, Inc. 1554 200th Ave. CSTM2298 NE4SW4 S12- T30N -R18w New Richmond, WI 54017 MPRSW -3254 town of Richmond (715) 246 -6200 lot #12- Brushy Mound Lake This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. The location of the test may or may not be as shown as permanent lot lines were not established at the time the test was conducted. N 1 =40' BM-= top of 1" pvc pipe C el. 100.00' Alt. BM.= top of 1" pvc pipe C el. 102.20' Gary L. Steel 6 -2 -2000 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 I S Number of Bedrooms Design Flow - Peak (gpd) Estimated Flow - Average (gpd) Septic Tank Capacity (gal) SO Soil Absorption Component Size (ft z Type of Wastewater Domestic Table 2: Soil Absorption Component - Limits of Reliable Operation Septic Tank Component Soil Absorption Component Design Flow - Peak (gpd) Z --r' Maximum Influent Particle Size (in) 0 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 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 9 P 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 and shrubs directly over or within ten feet of the component should be avoided since root intrusion into the component may obstruct wastewater p P Y flow. 3 ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM OwnerBuyer T 2 uLsh-A G2.�ff.! L Mailing Address � i' e -h 1 Property Address I�Y1 /n!l �`f �% ! S L (Verification required from Planning Department for new construction) r City /State I (' h (nDYl� . GT Parcel Identification Numbe 6 t n24 - / OB - -3 -0 . -600 OO LEGAL DESCRIPTION Property Location /�e '/4, 1?J '/4, Sec. °�- , T 3 0 N -R_Lg W, Town of Subdivision -� E?_ �' ,l{ �� . _ _ Lot # . Certified Survey Map # , Volume . Page # _ Warranty Deed # �4� `tl y'gS l ' Volume Page # rs Spec house yes 0 no Lot lines identifiable Byes 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 masterplumber, journeymanplomber, 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 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 b y P P the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating that our septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30 days of tik three a xp' n V. SI A O APPLICANT DATE OWNER CERTIFICATION I e) 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 pro ty-descnV abo by f a warranty deed recorded in Register of Deeds Office. SiM XTUP& OF APPLICANT DATE * * * * ** Any information that is misrepresented 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 113 I r 199 STATE BAR OF WISCONSIN FORM 2 - 1998 60425? � KATHLEEN H. WALSH 1)ocument Number WARRAN DEED REGISTER OF D EED This Deed, made between David L. Naser, Grantor, and Brushy RECEIVED FOR RECORD Mound Partners, LLP, a Wisconsin limited liability partnership, Grantee. Grantor, for a valuable consideration, conveys and warrants to Grantee 06- 09:30 AM the following described real estate in St. Croix County, State of Wisconsin (The WARRANTY DEED "Property "): EXEMPT # CERT COPY FEE: See attached Exhibit "A" COPY FEE: TRANSFER FEE: 1047.60 RECORDING FEE: 12.00 PAGES: 2 Recording Area Name and Return Address Hendrick W. Van Dyk VAN DYK, O'BOYLE & SILER, S.C. Post Office Box 127 New Richmond, WI 54017 Part of 026- 1037 -30 -000: 026- 1037 -95 -000 and 026 - 1038 -10 -000 Parcel Identification Number (PIN) This is not homestead property. Exceptions to warranties: Subject to alt easements, restrictions and covenants of record. Dated this 28th day of May 1999. *David L. Naser * * AUTHENTICATION ACKNOWLEDGMENT Signature(s) David L. Naser STATE OF WISCONSIN ) ) ss. County ) authen[icat d this28 hday of May 1999 Personally came before me this day of I 19 — the above named � W W to me known to be the person(s) who executed the foregoing * Hendrik W. Van Dyk instrument and acknowledge the same. TITLE: MEMBER STATE BAR OF WISCONSIN (If not, authorized by § 706.06, Wis. Stats.) * THIS INSTRUMENT WAS DRAFTED BY Notary Public, State of Wisconsin Hendrik W. Van Dyk My Commission is permanent. VAN DYK, O'BOYLE & SILER, S.C. (If not, state expiration date: Post Office Box 127 )• New Richmond. WI 54017 (Signatures may be authenticated or acknowledged. Both are not necessary.) _ 'vf!_ 1431PAGE �O 4 � Exhibit "A" That part of the following described property lying in the SW 1/4 of NE 1/4, the SE 1/4 of NW 1/4, and the NE 1/4 of SW 1/4, all in Section 12- 30 -18: A parcel of land located in part of the NW 1/4 of the NW 1/4, part of the NE 1/4 of the NW 1/4, part of the SW 1/4 of the NW 1/4, the SE 1/4 of the NW 1/4, the NE 1/4 of the SW 1/4, part of the SW 1/4 of NE 1/4 and part of the NW 1/4 of the SE 1/4 all in Section 12- 30 -18, Town of Richmond, St. Croix County, Wisconsin, described as follows: Beginning at the W 1/4 corner of said Section 12; thence, on an assumed bearing along the W line of the NW 1/4 of said Section 12, North 00 degrees 47 minutes 04 seconds West a distance of 780.46 feet; thence North 88 degrees 43 minutes 02 seconds East a distance of 407.01 feet; thence to the approximate center line of Paperjack Creek, as said Creek is presently located, North 00 degrees 47 minutes 04 seconds West a distance of 335.28 feet; thence the following being along the center line of said Creek as presently located, North 73 degrees 13 minutes 39 seconds East a distance of 400.03 feet; thence North 82 degrees 14 minutes 29 seconds East a distance of 254.52 feet; thence North 45 degrees 31 minutes 23 seconds East a distance of 116.47 feet; thence North 79 degrees 35 minutes, 57 seconds, East a distance of 218.00 feet; thence, North 33 degrees 50 minutes 42 seconds East a distance of 172.37 feet; thence North 18 degrees 00 minutes 28 seconds East a distance of 176.13 feet; thence North 73 degrees 30 minutes 33 seconds East a distance of 201.74 feet; thence South 66 degrees 40 minutes 00 seconds East a distance of 422.90 feet; thence South 87 degrees 13 minutes 12 seconds East a distance of 176.07 feet; thence North 86 degrees 22 minutes 15 seconds East a distance of 378.15 feet to the North -South Quarter line of said Section 12; thence, leaving said Creek, South 00 degrees 16 minutes 21 seconds East a distance of 611.71 feet; thence South, 49 degrees 40 minutes 01 seconds East a distance of 580.02 feet to a point in Brushy Mound Lake; thence, along a line in said Lake, South 06 degrees 46 minutes 19 seconds West a distance of 1613.62 feet; along a line in said Lake, South 33 degrees 33 minutes 14 seconds West a distance of 435.55 feet, this being the SE corner of the NE 1/4 of the SW 1/4 of said Section 12; thence, along the S line of the NE 1/4 of the SW 1/4 of said Section 12, being in parts in said Lake, North 89 degrees 37 minutes 24 seconds West a distance of 1306.68 feet; thence, along the West line of the NE 1/4 of the SW 1/4 of said Section 12, North 00 degrees 21 minutes 52 seconds West a distance of 1323.00 feet; thence along the South line of the SW 1/4 of the NW 1/4 of said Section 12, North 89 degrees 34 minutes 56 seconds West a distance of 1308.82 feet to the point of beginning. CURVE DATA CHOW BEAFM T q z o 0 0 39- Torn 2a7.o0 66.12 96.71 19'0734 SIS 23'W 5251 w soa04 w m 0 (LOT 4 297.00 50.92' SQS4 103541 S19 S2512'10 31419'29'11 \ A O m � Ln (LOT 5) 257.00 39,20'. Mr 0611 51090'32.5'11 S14'16'29 50604'36.11 c� 43-44 333.00' 16540• 104.96' 19'06'06' 51506'39'W 506104 S2412'42'W LOT 5 335.00 761 7QaY 12' 0413 51206 42.5 506 04 ]6 516106'49 3 5E 8i r r - I O W • ow 333.00' 35.2W 3&23 060Ysr smi 43.511 51606'4f'W 52412'42h9 47 -46 167.00' 101.92' 10635' 3496'06' S94'45 56 w 99 w m� o 3 4 3 3 1 -SO 23100' 207.71' 20Q9 5104'39' N60'41'44.S1N 4• N4409'23w I 11 !v xx 41 52 167.06' 167.06' 157.60' 151.91' 540412• 333'1 BrE 5061147 3: v ,� : TAL) 233.00• 210.66' 211.M' 54'0412' 5331753'E 50911'47'E `V •.� 7 f 6 233.00• 149.62' 144.21' 360312' 6421423•E sems5re 5241747E Si Q1 O n �'� & 3• MOW 7126' 72.97 19'01'00' M512 'm $241 47'E 30611'47•E z �q - O { N 9 t`t 2' cp 56 167.00' 276.56• 247.39• 9534 S41�34.5 506114 E 569'12'56', �' lit a m f g t a 3 7- *TOTAL) 23100' 366.66• 34&16' 6594 541 60691 4 E SE92Y56'W z y� }9 W n 2 C C A • (LOT 10) 233.OW 137.16' 13&27 33 S10L0'16.5111 50611 47 E 52732'21'11 I m _ Z it 23104 15O.W 149.26 5706 54605 Xrw 9273r24 664'M5WW E 23100' wo.59 66.61' 24'44'09' 6 564'36$0'11 569 "56 -60 167.00' I MAW 224.40 I 94'25'17 N46142 &5 Sa9 N061 1'47W 8 m z -62(TOTAL) 233.00' 343.31' 31109' 64 N46242 &S s6672'3s"w NOa11'4719 m O r Alf II (LOT 13) 233.00 9222 91.67 2740'43' 64 S99R2'arW N673r21'W 2 p� rt �z 14 23100 150.42 147.6Y 363917' N4r'26 4 N6736 W N3037'04 n n to o C (LOT IS 23100' 106 9.9 67 90 23'4317' N1674'2S.S'YI N303704'W N0691'47 z D 7 3-64 167.00' 10526' 16132' 36'06'46' N1131 N0611'471M N2934 O 0 /1 2 C ? y y m p 23&OW 14&aW 144.44' 390546 N113/'36'E N0611'47W N2934'56'E '_' \ CS v Q 3 16 257.00 2424 20.2.7 041W3r NOS .5 N061147W N011312 17) 1 217.00• 126.62• 125.07' 310611• NI N011 1 N29'S4'59'E I N n 3a�° 0 0 y N 0 UNPMM LANDS rt O m UNPI.ATIED LMgS 0 -•• z � t 0 = x UNPLATW LANDt C) Lt _-- N00'21'52'W - - - -- _139500' - -- I 0 �' ? wsr Low OF PE AE 0 Or i11E S7Y r I •7� -- \ A A . ) 141.76' /�' 417.44' 30465 733.04' y O m f t ��� R dfMy N pF 1 n h N h ti Y' a 4 � b ~ PO If OP / V a o of � INE �.... �a4e = 8 1 -- Fr' ` `^°• •;�.�. ,1 m�l tai �. 1�1 �1�'`'aw i' // ® w cx 1 1,L1.9a►+� � � . \. �•'� V I t& oa. I 14 at Cb jq '4 12 9c91r gg19G.50S 3.4 �0,� _ � o k \ .... ... �1 I I :� g•. � \ \ \ - 132 _ 8!i - _--� I / / � . r¢ � �' - 95'76' - 806714_ �" - ter - �i i •� ... • "`•' � y1��• + �� -, a te . � ._-- 7a��"' Q g6S6 � - 11151' - - ' - r'a ) P1 1''i�Q7Z� �t r M h • • ,5.Y/ \ - _- _191.76'-' I a I b . �l � Q �IF (a� ./ & o. 20.74 ..L� tNl s ' o P -' `• RO B � ,,� 4f JF . ................l.. ; 1 (% „ tat � ........ ..�... pL1g MypL� 3• � A te` �• � � g� >���� .' �c�3�o � �y 91 • e, � lgO 4 g y ~4 f9 P � I f � it 21 3.i; : O 4c •' �, G rx AWE RJU ROW P tAI V I •1m.66�- 1 NQ � �e. C 9 e°rm sr'7 isi s� � 205.2 . 96'21'11 132203' F AaRnr -soon✓ A/I Awe w� Auwr No�16 4111 3847.8 BY D. I �'M /��7jj •, 'y / / 1�E7tAl1 NUM-UM IWEi B' 0 118H Y M ; yii , ---- NOO9e21'w 57 - -- 64►r '""r+ „ " .. L I A K INFO i. � � I SOB 46- 11 161 J.62••� -.� I ' �°11.4r � a9Lmwr,6q.� UN%- 1 iT 1 ��.µ� `E UNPUTTFD LANDS Z Z UNPLATTED LANDS O� NOTE: 1M /111M .) aharn an 1hM m et Y /an r+h}el b Matt C-ty and T-hip Iawk ad atmm ( LL Yaa011d� mt.Im M la! obw atpY • iV b .4 atLT, Baisa pu 3.r dwNapY s any ya�ad -t-t tha St. Coun I n QoFi t y M oPProP Man OE and lha IL Taan bond fr ad - 4 NO GRADING OR CONSTRUCTION PERMITTED WHIN A 4 I / THE DRAINAGE EASEMENTS SHOw4 HEREON. /