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HomeMy WebLinkAbout032-2119-80-000 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM county: St. Croix Safety and Building Division Sanitary Permit No: 395160 O INSPECTION REPORT 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: Patterson, Brian Somerset Township 032 - 2119 -80 -000 CST BM Elev. Insp. BM Elev: BM Description: a t.Z0' I 1c71.Za $W4,z a�, - IA , M lJ39 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Benc m k p Septic _ • pX2C , 6 XPO rl H �, 2 Dosing Alt. BM o� Aeration Bldg. Sewer - (� Holding St/Ht Inlet 5 OSjb SVHt Outlet 5. Q q os- OZ TANK SETBACK INFORMATION U f TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic y I f Dt Bottom Dosing Header /Man. Aeration Dist. Pipe Bot. System V 2P• Holding � Z g, 0 .ob r Final Grade PUM IPHON INFORMATION Manufa urer Demand St Cover 7,3 0 S GPM Model Num TDH Lift ion Loss System Head TDH Ft Forcema' Length Dia. Dist. to Well IL ABSORPTION SYSTEM S BEDITRENCH Width Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS 3 f 3 -45 C2 SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING nuf A r: INFORMATION CHAMBER OR Type Of Sy t : ( > I'^ y 2 � r UNIT Model Number. DISTRIBUTION SYSTEM Sa.�l. P/t j -" • 16 - -5 - 101 Header /Manifold Distribution x Hole Size x Hole Spacing Vent to Air intake' Pipes) Length Dia Length Dia Spacing 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 A Yes # No Yes Li] No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1:_1-2- / Inspection #2: Location: 1959 62nd Street Somerset, _WI 54025 (SE 1/4 NW 114 26 T31N R19,IW))'Piineecliff Lot n28 Parcel No: 26.31.19.1090 1.) Alt BM Description = ���a ��� 4) 2. Bldg sewer length = 2. 3 � amount of cover C,patt•td� � I . revision Required? Yes Fgi] No !her side for additional information. to Insepctor's Signature Cert. No. 0( R.3/97) 1 I r x / 0 All Z� b/ y - j - b 2 l s 2 ( �,- i Safety and Buildings Division County 201 W. Washington Ave., P.O. Box 7162 5 \ *iseonsin Madison, WI 53707 - 7162 �* Address Department of Commerce 1 / 75-17 Sanitary Permit Application Sanitary Permit Number 3 In accord with Comm 83.21, Wis. Adm. Code, personal information you provide 11 Check if Revision way be used for secondary purposes Privacy Law, sl5. 1 m I. Application Information - Please Print All Information State Plan I.D. Number Property Owner's Name Parcel Number a (o , 3 ' 13A,, . - 03 a - 2 -Gv -000 Property Owner's Mailing Address ^ Property Location 25 3 X � � ;515 -A �1 , S T3/N, R E City, State , Zip Code fII®.t pggb� Lot Numbe lock Number Su 'vision Name CSM Number II. Type of Building (check all that apply) `,,� t,� y Doty �( I or 2 Family Dwelling - Number of Bedrooms ` ?Cyi f I "� `�� / ❑Village / ❑ - Describe Use ' _: r ", ` gTownship 11 State Owned C ` ', �, Nearest Road a - )oil -..fir✓ - -/� �— s �` III. Type of Permit: (Check only one box on line A (numbering scheme for internal use). Complete line B if applicable) 1XNew 2 A For County use ❑ Replacement System 3 ❑ Replacement of 6 ❑ Addition to system Tank Only Existing System B. ❑Check if Sanitary Permit Previously Issued Permit Number Date Issued IV. of Permit: (Check all that apply)(numbering scheme is for internal use) 44 Non - Pressurized In- Ground 2111 Mound 47 ❑ Sand Filter 50 ❑ Constructed Wetland 22 ❑ Pressurized In- Ground 41 ❑ Holding Tank 48 ❑ Single Pass 51 ❑ Drip Line 45 ❑ At -Grade 46 ❑ Aerobic Treatment Unit 49 11 Recirculating 30 ❑ Other V. Dispers al/'IYeatment Area Information: Design now (gpd) Dispersal Are. Dispersal Area Soil Application Perc System Elevation Final Grade Required Proposed Rate(Gals. /Days /Sq.Ft.) B ch Elevation VI. Tank Info Capacity its Total Number Manufacturer Prefab site Steel Fiber Plastic Grallons Gallons of Tanks Concrete Constructed Glass New Existing Tanks Tanks Septic or Holding Tank Dosing Chamber / VII. Responsibility Statement- I, the undersigned, assume responsibility for ' tion of the POWTS shown on the attached plans. PI (Print) Plumber' i RS Number Business Phone Number r' a r o 7 > 7/s — o? 9 — Plumber's Address (Street, City, State, Zip Code) u�� SS�bo VIII. Cotmt /De artment Use Onl Approved ❑Disapproved Sanitary Permit Fee (includes Groundwater Date Issued Issuing Agent Signature (No Stamps) Surcharge Fee) ❑ Owner Given Initial Adverse 7iZS- 3 Determination IX. �C(nditio�ovaU easons for Disapprov S ;J n d I' Attach complete plans (to the County only) for the system on paper not less than 8112 x 11 tubes In size SBD -6398 (R. 05101) Wisconsin Department of Commerce SOIL AND _SITE EVALUATION Division of Safety and Buildings Page of Bu rea�of'lritegrated Services in accordan9910 Cotnm.~63 49, Ws. Adm. Code Attach complete site plan on paper not less than 8 1/2 x 11 inches In size. lanAust County include, but not limited to: vertical and horizontal reference g O3M), dirjn. percent slope, scale or dimensions, north arrow, and locatio'and distance to riear ° e oad ;;;, parcel LD. # APPLICANT INFORMATION - Please print all Xnformatiob ,;r;'�X f'a 4 Revi d by Date c, Personal information you provide may be used for secondary purposes,(Privacy (m))• �' / J - Property ner Prop of ti y� J 1/4,S / T ' � Property Owner's Mailing Address Block# Subd. ame or CSM# City State Zip Code Phone Number Nearest Roa ❑ City ❑ Road � Town Wit -f ® 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 bed, gpd/ft _ trench, gpd/ft Absorption area required _ bed, ft /,!�7Qo_ trench, ft2 Maximum design loading rate gp g g , .5 _ bed, d /fi trench, gpd/ft Recommended infiltration surface elevation(s) , — ft (as referred to site plan benchmark) Additional design /site considerations Parent material d �_ ,�s./ Flood plain elevation, if applicable ft F S = Suitable for system Conventional Mound In- Ground Pressure AT -Grade System in Fill Holding Tank U = Unsuitable for system I X s ❑ u 10s ❑ U ® S ❑ U 3 S ❑ U I CIS ®U ❑ S ® U SOIL DESCRIPTION REPORT Bonng # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft2 in. Munsell Qu. Sz. Con). Color Gr. Sz. Sh. Bed , Trench bx ./ &111 _ Ground elev ' ft. S r Depth to limiting factor emarks: Boring # , Ground / elev Depth to e> limiting e� a factor -�J—in. emarks• CST Name (Pie se nt) Signature Telephone No. Address CST Number O �� dl i ! 9 PROPERTY OWNER SOIL DESCRIPTION REPORT Page of _ Z PARCEL I.D.# Boren # Horizon Depth Dominant Color Mottles Structure 2 Boring in. Munsell Qu. Sz. Cont. Color Texture Gr. Sz. Sh. Consistence Boundary Roots Bed ,Trench Ground 3 elev. tt. _ — Depth to limiting fa to �2 i— M"� Remarks: Boring # / G #ff / S s ,F Ground elev. Depth to limiting factor Remarks: Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/fl2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench Boring # <, L i / 3 - 117 WZ '1, ,� Ground _ — ele . ltt. Depth to limiting factor Remarks: Boring # / t aM • Ground elev. Depth to limiting fa to � > '"• Remarks: SBD -8330 (R.9/98) 4 d a .� I US h i � u o J� oe 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: Sy stem Design Specifications Sanitary Permit Number 5 5_ 1 6 0 Number of Bedrooms 3 Design Flow - Peak (gpd) d Estimated Flow - Average (gpd) 6 0 Septic Tank Capacity (gal) Soil Absorption Component Size (ft e — Zro z- 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 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. Th u et f r shall be cleaned as necessary to ens-ur 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 Y . 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. I ` 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 flow. 4 SA4 (1-4r-j N � C7 5) �g0 7 I .y "` .' ♦ i a. '.1"'111 -y •^'r+<' xr� �'fi� ST CRax ca fft SEPTIC TANK MAMMANO A OR'IDdINTT' AND ,,�• OwNCRSHIP CERTIFICATION FORM owner /Buyer ?F1 t A� L t S' A �A TT C t2 5 o N _ _ Mailing Address 1 r , .Property Address c 2 S T- S M Ci tvcnricatton rcqu ;rc (runt Planning mrartrrtcnt for now constNCtion) S n'1 t2s T W Parcel tdontilication Numbs City /State _._.� 4E 1_ I)ESCAIPT119-*4 n _Prcpcny Locatio_,.._ ._.. 2 6 1 / `/ W Town of Subdivision r l N � Lot _ Certified Survey Map N �. � volume polde �K Wstrrnnty �ctd p vokime 1 7 ° , pale 0 S' 7 7 Spec house 0 yes O no I& lines identifiable M yes O no SYSTEM MAINTENANCE Improper use and mairtenanecor ycu' system :Quid •c +ult in its Premature rail-ire t re to handle wastes. Proper ma'nterane ' consists of rur.ptn= out :he septic tank c-cr)• !:roc years er soorer,'f needed by a licensed pumper. whet you put into the system'. .:K ca- affect ttic runcnon or the sup t: tank as a rcatrnen' stage in ;lie waste disposal systorm .. The p-operry owner agrees to subntt :o St Croix Zoning Depertment a certifications four•, sijned by the owner and by.''� ma ster plum'oe►, got meyman p: umber, restnctcd P' umber or a t;cansed pumper verifying that ; t) the on-site wastewater disposal systt '>t n prcper opsroting condn on ancb�or (2) arc• wirK Lien and pump ng (ir necessary), the septic tank's leas that t/7 NO of lludgi: :he ,'n !ert'gncj 11ay. - :jd 'h: ;tbw-c rc ;. :- INvis snJ sl ,icc 10 rrya;11101 th prtwte SC -v4c dtsFos41 syste w;th :he stsrduds .;i !ct fS th, herein, i! tot A) the 3cpirt f1Cn' emu.' .ntCrCt "nd the r)Cp'.rt^'tnt Oi NaM:al Rcicuras, $u :t Or W;scnn� n. CaRtLcat on swung that your septic system has beer ma r1a'fcd must tie eo�nl-lcted anw returned to the St. Croix COurry Zoning Office wtth'e ?0 ` car cxptrnttcn date. �a. 3.v • SICNATURF. 01' Ar DATE OWNER CERTIFICATION, I (we) comfy that all vatcrrtents on Ivs roan are tr,1e to isle best or my (our) knowledge 1 (we) am (Ire) the ownor(s) . deaenbel above, by , true nt' a warranty deed recorded in Register Of Deeds Office. ` r , SlvN % COP ^PPI,ICAVT D t 9.00.0 Any information that is M4412resented may result to the aantury p0rrntt hems revoked by the Zoein,{ Dsp rent. •• Include with Wil 0optleslloe a stamped w3irra tty dad hom the R0p1141 H 00041 office e eq+y of 1114 etnifi0d survey mp if referents is mode in this wsmmy dad ra'd •iti :LrL>Z'L 9NIldAg7X> �1f[1�i MI ti1ie11 �i,�lt�d�f 1 _V J III U 1 l 1 ` K - 6 rp 4 C �' .16 f 0PAGE 577 " STATE BAR OF WISCONSIN FORM 1 - 2060 WARRANTY DEED 649771 • Document Number KATHLEEN H. WALSH REGISTER OF DEEDS This Deed, made between Pinecliff Partnershin ST. CROIX Co., WI RECEIVED FOR RECORD Grantor, 06 -28 -2001 1:30 PM and Brian Patterson and Lisa Patterson husband and 6ARRANTY DEED wife as survivorship marital property EXEMPT A CERT COPY FEE: Grantee. COPY FEE: TRANSFER FEE: 164.70 Grantor, for a valuable consideration, conveys to Grantee the following RECORDING FEE: 10.00 described real estate in St. Croix County, State of PAGES: 1 Wisconsin (the "Property ") (if more space is needed, please attach addendum): Lot 28, Pine Cliff First Addition, Town of Somerset. Recording Area Name and Return Address Title one Premier Group, Inc. 706 19th Street South Hudson, WI 54016 032 - 2119 -80 -000 Parcel Identification Number (PIN) Together with all appurtenant rights, title and interests. This is not homestead property. (is) (is not) Grantor warrants that the title to the Property is good, indefeasible in fee simple and free and clear of encumbrances except Roadways, Easements and Restrictions of Record. Dated this 28th day of June 2001 e v PZNECLIFF�AR /L R IP * Michael J. Hartman r >r AUTHENTICATION ACKNOWLEDGMENT Signature(s) STATE OF WISCONSIN ) ) ss. St. Croix County. ) authenticated this day of Personally came before me this 28th day of June . 2001 the above named 3 Pinecliff Partnershiip by TITLE: MEMBER STATE BAR OF WISCONSIN'S Michael J Hartman (if not, to mI he person ' who executed authorized by §706.06, Wis. Stars.) tt pwle ed a same. THIS INSTRUMENT WAS DRAFTED BY - - how Nota of Wisconsin My Cermanent. (If not, state expiration date: (Signatures may be authenticated or acknowledged. Both are not necessary.) N or 4 2004 "Names of persons signing in any capacity must be typed or printed below their signature. WARRANTY DEED STATE BAR OF WISCONSIN - FORM No. 1 -2000 ttomey Michael H Forecki 1830 Brackett Ave, Eau Claire W154701.4627 Phone: (715) 835 -3029 Fax: (715) 8354112 Michael H. Forecki T5324589.ZFX —'7 Produced with ZipFwm" by RE FonnsNet LLC 18025 Fiaeen Mile Road, Clinim Township, Michigan 48035. (800) 393 -9805 1 'PINE CLIFF FIRST ADDITION 3CATED M ►ART cr TIE IM /4 OF TF__ N1I1/ ,4 1N ►ART OF TIE tV1 /4 Ol T!E NVl /4 IWO 1N ►ART OF THE SEi/4 OF THE NVl /4 " SECTMN t4 T31IK RllV• TOWN OF svhaESET ST. CROIX COIRITY. V7SC01S1K LO7 R} PLAT -a SERENITY — — — !x..10. t'A.tT�i i_ T_� — — _ _ - NI/4 c ORKR _ _ SN'SO'Ot"C 1]l7Ar NORTH LINE K THE WI /4 Z:OO.TkLAY.Ct{UL Sn•lOr12'T SECTION 26 NO CtNrmiml _— - — - -_• - _� _ ao '07'47' �' _ _ _- _ _ _ S89'08'38 "E 508.31' 1 Et.NnvAe T - 1 1 1 r IiNDN ' PPE I UM DATUM 1929 ! N EL+ NI.IM , i I 1 I N 1 21 1 fall ACRES b 1 Z I 1 - - - I3LI43 So. rT. + C 7r , sr MIND AC) � Lo!. I. vtx ; vas. a rG an a ..- 1111 -1111_ i j ( i .4 ri 22 0 v R ' NERS L--- ---- ---- - ----- 1 t am 3.011 ACRES s SEC NDTCS :A 1 13L130 S0. rT. ' MICHAEL J. NARTMAN DNA PIME CLIrr PARTNERSHIP W PLAT OF PINE CLIFF I r0 �/ a'45 ACT C /O NARTMAN HOMES INC. - 1111 - 1111 - 1111 -1111- ►-+ 103 MAIN STREET ,• - - I i SOMERSET, V1 54025 ' 13.7•./- L I LEGEN� ALUMINUM >o I I 23 y !� MONUMENT r�wa SECTION COIKR 3.011 ACRES f� 131342 so. r1. • r IRON PIPE ro1M0 g (3.01 ACT O 0 t• / 3r IRON PIPE SET VEIOMINO = / /` r.' x•. 7.ts L/S. PER LINEAR rWT C / W r I" PPE raMO ® NOTE ALL OTHER LOT CORNERS / •Y 7.77' NONIMENQ VITN 1' 124' / �,� �' / 3!1.77 110.00' IOA•• /- IRON IM rWv E V IN L12 K � R LMEAR r00i v , • • • • • • • • • • • • • • 100' ROADWAY KTiMCR LINE -- / ZI IL' VISE UTILITY EASEMENT �7b Jt - - - - - PROPOSED DRIVE i 24 W: 132! ACRES E.ISTINO rENCLM p / �,' • 144./2( !0. r r. 4E t2.3t ACT NIGH VATER LINE ELEVATION - NAGf II I , A NOTE A GITAOING THAT VOULO ALTER THE CAIKt77 17 , 7' Ir ^ Or THE STORM VATER RETENTION AREA 1 T Ai ,^n IS PROMIIITEO r Natt / NIILDPNGS ANC PROHIIIITEO VITHIN i 2L THE STO N VATER RETENTION AREA V I►� ,` ]! ACRES (7.01 ACT KT RE AREA KR TONE Q y. 14L053 S0. fl. 25 y 1311( AC) SPCRSET S[T OR ORDINNANC[ t1/2 ACRE NININUN> \ , o T 3203 ACRES T• 1 \i•� 143x0! So. rT. '''•.., A , r ................... NORTH LINE Q THE SCI /4 Or THE NVI 14 S 05'58 E 470.00 r low PPE .� �,- 20.4•./ ,. \ \ - -- VS6i ,TtM'929 �`.�` '•� '•. ^^ IENCELINE IS Oa'• /- / SOUTH ?THE LOT c01MCR 50, 00 '. A 27 95 / / •�% / �• ..' �-� �� -�-. - ` \ 12 ACRES 1 O. '��'• \ \ 141334 so. rT. , ` (am AC) 1 J 1 U ^� I \''..,9 Hal LOT 8 ( \ Z; -1111. t�l \ ` ; % , .\ ; W4 ACRES ' t1 PLAT OF PINE CLIFF i 1 ', Ism o. rr. � P LOT 9 1 I` 1 -111- 1 DoT 7 - - -- `, c I — � W . N N i I EASTERLY LIMITS Or F10.0ARf AREA ------ - -a -T- - 1 - - - - -- ' j��•' PER TDVN or sawwxr ORDDNANCC - - - - -1 ' O el (TOP SLOPE) NAT THE INSTALLATION VOULO 1 1 133.730 ACRE rT. 6 ANT LOT LINE OR STREET LINE. 1 I (1.31 7 w0.AT1ON Or SECTION 21342 KT rOR I 1 K © 1 TN ARE MR THE USE 6 rHE RIGHT TO SERVE THE AKA 1 O STATE. COMP. ANN TOWNSHIP i LOT 10 L I , U 1�. ' � \� A 4 Or SIM ACCE%$ TO P ARCEL ETC.). 0 CONTACT THE ST. CRW COIMTr ICE. ; ; 7 \ 30 W ].OK ACHES J SO. fr. N (1117 AQ (� 1 KARIN6 CNORO LENGTH ARC LENGTIN TANGENTS - r36-5 19547 I"'W S33 31"I'2rT r.r v 1 »ar natr s3r44.4 "W $11.3744 v % �\ `� • R .3"V 07 01..0• 301.7/w•v f13 - N•22 10. '57 11 210.13• 2N.sr $13-07'""t $077174 "v ' LOT 11 ' `� �' • _ \ i'795'v 317.7P Sfltr N/4.41'47•'V 039'01'32 "V � , 9'51.5 "V 130I5' / 1 4 • r 00'00'v TH." Has s (rear Nlo•RI ! T for / 1 • I v 17SD0' NIO' T 010 3Y4r ,"Ir , t•I/"V 173A 17U4' 1• 173.14• NIr3V4 7r4r'V 0010-51`54"W " V / \ �4'Ir'V lot.91• 104.70' N4V5"4'•V N00'35'3t'v Nr46••V 73x4' 9lJ1• N/r3V32•v 993'O W'V