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HomeMy WebLinkAbout042-1086-90-240 (2) Wisconsin Department of Commerce SOIL EVALUATION REPORT Page I of 3 Division of Safety and Buildings 1 ' in accordance with Comm 85,Wis. Adm. Code County St.Croix Attach complete site plan on paper not less than 8 1/2 x 11 inches in size.Plan must include,but not limited to:vertical and horizontal reference point(BM),direction and Parcel I.D. 042-1086-90-2Q4 percent slope,scale or dimensions,north arrow,and location and distance to nearest road. y D Please print all information. Rev' Date Personal information you provide may be used for 5.04(1)(m)). /0-Z� Property Owner P perty Location Harvey Hielkem G vt.Lot NW 1/4 SW 1/4 S T 29 N R 18 E(r)® Property Owner's Mailing Address 0 7 Lc # Block# Subd. Name or CSM# 540 Summit Circl 15 NA epesed CSM I3 t City State Zip Code P o pNINQ pFP) E ity wllage ■ Town Nearest Road Baldwin WI 1 54002 ( Tf5 ) - Warren 93rd Street New Construction Use Residential/Number of bedrooms Unknown Code derived design flow rate Unknown GPD Replacement Public or commercial-Describe: Parent material Glacial outwash Flood Plain elevation if applicable NA ft. General comments and recommendations: : Q'O o� 4r k o Z cQ. ,�J�J��--A,m boy: ham. Boring F 15A Boring# L'l�r<<' Pit Ground surface elev. 1043.1 ft. Depth to limiting factor 66 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-14 10YR 3/2 ---------- sil 2fsbk mvfr cs 3vf-m 0.6 0.8 2 14-36 10YR 518 ---------- c 2mabk mfi gs 2f 0.2 0.3 3 36-66 l OYR 5/8 -- ---- fsl 1 cabk mvfr gw If 0. 0.6 4 66-98 1 OYR 7/6 fl 7.5YR 5/8 s Osg ml --- if 0.7 1.6 B15B Boring# Boring 1042.1 53 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/fl? in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-7 10YR 3/2 ---------- sil 2mgr mvfr cs 3vf-m 0 0.8 2 7-12 4 10YR 3/2 --------- sil 2mp1 mvfr cs 2vf-f 0.0 0.2 3 12-27 10YR 5/6 ---------- c 3mabk mfi gs 2f 0.2 0.3 4 27-53 IOYR 4/4 ---------- grsl 1cabk mvfr gs if 0.4 0.7 5 53-77 l OYR 5/8 f2d 5YR 4/4 s Osg ml gw if 0.7 1.6 6 77-96 IOYR 4/6 --------- s Osg ml --- --- 0.7 1.6 "Effluent#1 =SOD >30:5 220 mg/L and TSS>30<150 mg/L "Effluent#2=BOD <30 mg/L and TSS<30 mg/L CST Name(Please Print) Signature CST Number Daniel P.Kugel o 250693 Address Date Evaluation Conducted Telephone Number Ogden Engineering Company May 9 20.07 (715)425-7631 1234 S.Wasson Lane,River Falls,WI 54022 Y nr�r.min mnninm Property Owner Harvey Hielkema parcel ID# 042-1086-90-200 page 2 of 3 Borin # „I Boring B15C g pit Ground surface elev. 1039.8 ft. Depth to limiting factor 59 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fP in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-4 1OYR 3/3 ---------- sil 2mgr mvfr cs 3vf-f 0.6 0.8 2 4-10 IOYR 3/3 ---------- sil 2msbk mvfr cs 2vf-f 0.6 0.8 I 3 10-17 10YR 5/6 ---------- grsc lmabk mfi gs if 0.0 0.0 }� 4 17-54 1OYR 4/6 ---------- grsl lcabk mfr gs if--m 0.4 0.7 5 54-59 IOYR 4/6 ---------- s Osg ml gs if 0.7 1.6 6 59-72 10YR 6/6 flf 5YR 4/4 fsl Om mvfr gs if 0.2 0.5 7 72-96 10YR 5/8 ---------- s Osg ml --- --- 0.7 1.6 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 GPD/fF in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 Boring Boring# Ground surface elev. ft. Depth to limiting factor in. Pit Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 *Effluent#1 =BODS>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BOD5<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 in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. SBD-8330Test(R.07/00) Property Owner Harvey Hielkema Parcel ID# 042-1086-90-200 Page 3 of 3 PROPOSED SITE PLAN LOT 13, C.S.M. I I I PROPOSED LOT 13, C.S.M. ( ' BENCH MARK: TOP OF 1"o.d.IRON PIPE ELEVATION=1043.32 I I I I I PROPOSED LOT 15, C.S.M. Cd I I I SCALE IN FEET 0 O � w 0 25 50 100 I W i C0 CONTOUR INTERVAL=2' I W lb 0 CO 0. �/ �"3 ^10 B15C ®15A I BENCH MARK. 1 040 TOP OF 1"o.d.IRON PIPE / ELEVATION=1040.32 / ® B15B LOT 5, C.S.M., VOL. 10, PAGE 2924 ° o I I OGDEN ENGINEERING CO. Civil Engineering $Land Surveying r 1234 S.Wasson Lane,River Falls,WI 54022 5/T i (715)425-7631 bANIEL P. KU EL C T#250693 DATE:` 0-7 " RECEIVED !111111 Illli' -''{I fllll II{il IIII Nllli IIII ills N 0 V 2 6 2007 864282 KATHLEEN H. WALSH REGISTER OF DEEDS 31.CE COUNTY ST. CROIX Co., WI SURVEYOR'S RECORQ RECEIVED FOR RECORD 11/18/2007 04:30PH CERTIFIED SURVEY MAP VOL: 23 PAGE: 5481 CERTIFIED SURVEY MAP REC FLL: 15.00 COPY FEE: 4.00 Harvey Hielkema PAGES: 3 Located in the Northwest %4 of the Southwest '/4 of Section 31, T 29 N,R 18 W, Town of Warren, St. Croix County, Wisconsin, being Lot 9 of that Certified Survey Map recorded in Volume 15 of St. Croix County Certified Survey Maps,Page 4169 6EBTrz,Q 5IBUY Me LQT.L I VgL I f, PAP 15D- - _ PRIVATE OT 2 R � LQT� I I -- 3 89 000'03"$ ,7 r 4 450.66' 8 APPROXIMATE 1037.73• 25 4O' x wiv�oouR(=to YL 273.08'A ; � Wster ffievatlon)-8ee Flo $ �q• -evfr r lfV sfize.�CK]: 9---- .—— I o A 33 •3' LOT 12 l l41P �i w 3.585 l� tclt' X01 LOT;13 f7,Nj/'�� 2.16l� I�M� l ' BENCHMARK .✓ ��v�\ ° 94,123 V", V{` Top 1"Iron pipe - owl `OEartion=1osr.3r �' A 0 �'OT 9 8 1 97164 V� cq \. o,cnl 1 34M5- 587.30' 4 ; ttryy r�r�^yr D X7039 V. 10.91w°p ���v . ; `iLt' --S 89 ,4" �boa'3_9' -- oo'� ° ? LOT S ; am ? ` \ 2 741 I t ` 4& OT 14 A •� ° A 2.019AOPES ¢J 3 .-'93 25b FT em oo 910,546 SQ.Ff// °b' i 1.�OR $ 3 q ° BUILDING 87164 SETBACKLBVE / i °o �IX��W� 0' 1 s i --535.49'-- 1 o FAST LINE 66.00'Wide �1%,�v /-' � 33•99 , Joint Driueu,ny 22 A i�� WEST 112-SW I14 Easement BENCHMARK S BgoQ r rr r 1 (LotsI2&14) W Jr.S774 ..,R QT 12 IE��1lo3ss.a7' CERL EEL? SURVEY hW I 1• YORLW 1Q, P116E Az --------------------6- r 8 I NOTE- - - ---- - I IThe 100 Year h' water elevation Iz I_as Proposed by 0g B gineering Co. I SEGTION�`N,RR18 W (R Z244y) *8 (,31338'597 is 1037• ��y������.�.I..g (Found 2"Iron Pipe) ,�_`-3'7/ 'Elevation for theses lots is 1 .39�S__ -------------------------------- SOUTHLINESWI/4 --------• N N88°g2'oq"E 266q.85' (R=N 88°5q 2661.217 LEGEND OQvART CORNER) (F�ndBerntsenAluminum Monument) w4t� p Indicates i"O.D,x 18"Iron Pipe Set E (Min.wt.-1.13 lbs./iin.R.) ka • Found i"Iron Pipe s c oivsl 0 Section Corner Monument 5 J• c$•. (as noted) Scale in Feet -1 ° (R= ) Recorded As -723 150 ELDENV'rLLE� IY. 75 O W.I. SW are referenced ro the South line of the Proposed Driveway Location SW 1/4 of Section 3l,assumed bearing N 88.42 4"E. ••••••• A Indicates Soil Boring Location Dated- •1 wD , This Instrument Drafted by Mark W.Peavey October tg,2006 I�s Re°'sed- SHEET 1 Ol± Vol. 23 Page 5481 3eptember4,2007 CERTIFIED SURVEY MAP Harvey Hielkema Located in the Northwest'/4 of the Southwest'/40f Section 31, T 29 N,R 18 W,Town of Warren, St. Croix County,Wisconsin,being Lot 9 of that Certified Survey Map recorded in Volume 15 of St. Croix County Certified Survey Maps,Page 4169 CURVE TABLE Curve No. Arc Central Chord Bearing Chord Tangent Bearing Tangent Bearing Radius Length Angle 1-3 80.00' 77.62' 55°35'21" N 36'14'27.5"w 74.61' N 08°2614791W N 64°021 0810W 1-2 80.00' 43.61' 31° 13'561' N 24°03'45"W 43.07' N 08°2614711W N 39°40'43"W 2-3 80.00' 34.01' 24°21'25" 1 N51-51'25.5"W 33.75' N 39°40'4311W N 64°02'08 11W DESCRIPTION: That certain parcel of land located in the Northwest'%of the Southwest'/40f Section 31,T 29 N,R 18 W,Town of Warren,St.Croix County,Wisconsin,being Lot 9 of that Certified Survey Map recorded in Volume 15 of St.Croix County Certified Survey Maps,Page 4169,more fully described as follows:Commencing at the Southwest corner of said Section 31;thence N 88°42'04"E(assumed bearing on the South line of the Southwest'/ of said Section 31,recorded as N 88°54'52"E)a distance of 1351.47'(recorded as 1349.62')to the Southeast corner of the West Section said Southwest 1/4; thence,along the East line of said West''/s of the Southwest'/4,N 00°53'08"W(recorded as N 00°51'28"W), 1604.17'to the Southeast corner of said Lot 9 and the Point of Beginning of the parcel to be herein described;thence, along the Southerly line of said Lot 9,S 89°28'54"W,557.74`;thence,continuing along said Southerly line, N 56 050'26"W, 168.15`;thence,continuing along said Southerly line, S 25 057'52" W,68.89'to a point on the Northeasterly line of 91'Street;thence,Northwesterly along said Southerly line of Lot 9 and said Northeasterly line of 91"Street,a curved line,concave to the Southwest,having a radius of 80.00',whose chord bears N 36°14'27.5"W, 74.61'to the Southwest corner of said Lot 9;thence,along the Westerly line of said Lot 9,N 25 057152"E,281.71; thence,continuing along said Westerly line,N 15°48'06"W,307.87' to the Northwest corner of said Lot 9;thence,along the North line of said Lot 9,S 89°00'03"E,723.74'to the Northeast corner of said Lot 9;thence,along the East line of said Lot 9,S 00°53'08"E(recorded as S 00°51'28"E),622.13'to the Point of Beginning,containing 9.965 acres or 434,089 square feet,being subject to an easement for Town Road purposes over Easterly portions thereof,as shown on this map,a 66.00' wide joint driveway easement,as shown on this map,and to any other easements,covenants and restrictions of record. GENERAL NOTICE STATEMENT: Note: Each parcel shown on this map is subject to State,County and Township laws,rules and regulations(i.e.wetlands, minimum lot size,access to parcel,etc.).Before purchasing or developing any parcel contact the St.Croix County Zoning Office and the Town of Warren. State of Wisconsin) County of Pierce) 1,Laurence W.Murphy,Registered Land Surveyor,do hereby certify that by direction of the Owner,Harvey Hielkema,I have surveyed and divided the lands shown hereon in accordance with official records,Chapter 236.34 of Wisconsin Statutes and the Ordinances of St.Croix County "P* anJ 15d description are a true and correct representation thereof. R Dated :October 19,2006. 0 t�11'Y Revised : September 4,2007 STATE OF WISCONSIN) NOV 1 6 2007 ST.CROIX COUNTY)SS not data W+app�wal shaall be of 1,Cheryl Slind,being the duly elected,qualified and actirV and void W M treasurer of the county of St.Croix,do hereby certify that the records in my office show no unredeemed tax sales and no unpaid ENVILLE: a taxes or special assessments as of I;?- 20 O(p affecting the lands included' this Certified urvey Map. •....-••erg ll,l� •�7 �, - •L�n � Date Treasurer: This Instrument Drafted by Mark W.Peavey 3 of 3 V01.23 Page 5481 SHEET 3 OF 3 Parcel #: 042-1086-90-240 07/14/2008 09:12 AM PAGE 1 OF 1 Ak.,Parcel#: 31.29.18.485A-24 042-TOWN OF WARREN Current X ST. CROIX COUNTY,WISCONSIN Creation Date Historical Date Map# Sales Area Application# Permit# Permit Type 11/16/2007 00 0 Tax Address: Owner(s): O=Current Owner, C=Current Co-Owner O- HIELKEMA, HARVEY N HARVEY N HIELKEMA 2150 55TH AVE BALDWIN WI 54002 Districts: SC=School SP=Special Property Address(es): '=Primary Type Dist# Description 636 93RD ST SC 2422 ST CROIX CENTRAL SP 1700 WITC Legal Description: Acres: 2.141 Plat: 5481-CSM 23-5481 042-07 SEC 31 T29N R18W PT NW SW BEING PT LOT 4 Block/Condo Bldg: LOT 15 CSM 10/2924 T- y5/4169 BEING NKA LOT 15 CSM 23-5481 Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4) 31-29N-18W NW SW Notes: Parcel History: Date Doc# Vol/Page Type 11/16/2007 864283 EZ 11/16/2007 864282 23/5481 CSM 11/21/1996 552473 1210/117 WD 03/17/1995 526823 1114/415 WD 2008 SUMMARY Bill#: Fair Market Value: Assessed with: 0 Valuations: Last Changed: 06/30/2008 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 2.141 38,000 0 38,000 NO Totals for 2008: General Property 2.141 38,000 0 38,000 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch#: Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 9/sue -F-� Wisconsin Department of Commerce SOIL EVALUATION REPORT Pa a e / of Division of Safety and Buildings G ,l 6, In accordance with Comm 85,Wis. Adm. Code �aC County Attach complete site plan on paper not less than 8 1/2 x 11 inches in size.Plan must Include,but not limited to:vertical and horizontal reference point(BM),direction and Parcel I.D. M percent slope,scale or dimensions,north arrow,and location and'distance to nearest road. - �_ /,/Q Pf Please print all lnfo:a j;se, ( 1 r R we •by Date 2y� Personal information you provide may be used for secprSdpa p r ivacy Lgw-' .04(1)(m)). Property Owner r7. Prop y Location s �( DBE ie'L kEM ��,�}• ,� rf) "AZO 7 �_ Govt.Lot X1W 1/4 S*) 1/4 S 3/ T .Z 9 N R E(or)W Property Owner's Mailing Address ? r :rT -; `;;4� Lot# Block# Subd.Name or CSM# �5 _ -T R 1, q����� City State Zip Code A ohe NumberUuW-1r !~itji E]Village ffTown Vearest Road ST. 13,41 //t/ 51: 'l N .` 9b w R FN y3,eo s A New Construction Use:Rf Residential/Number dF4ddotn3 �" C ate GPD .-„.u. ❑Replacement ❑ Public or commercial-Describe: L ifs cs- 5 Parent material Flood Plain elevation applicable ft. General comments g,"- p 1�� and recommendations:` n f �` ' us� L©f{Dl Fier= A47-<C- O F y C1',oQl �{ Boring# Zia 17Y 04 ❑ Boring` / • F/I � Pit Ground surface elev. f1 2& ft. Depth to limiting factor v in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 I In. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2 / o•& /o ye 313 — L 1fsb,k4' d s k w z F . �( . 6 z 4 • /z- /a yR y/ SL /f f Ae �.Fr * CS - . fr . 6 3 _12 -1i 100 Y/4 — Si(- /f S' e dk cS . 2- . 3 / 3l� /o R SL A djA C5 r , Y • 6- 1 4 ❑Z Boring# ❑ Boring. y 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/ft2 In. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2 yR 31 — /fS�ri� 'eSA w /f nvi 7C4 �GJ — •S •8 12 �t /o ,SL 'Effluent#1 =BOD,>30<220 mg/L and TSS>30_<150 mg/L 'Effluent#2=BODS 30 mg/L and TSS<30 mg/L CST Name Please Print) Signature CST Number 013 Z1GB�P/ GG,T 2 .43 '75 Address Date Evaluation Conducted Telephone Number 9-�/•(:A a &S•3406 •�i�s Ulbricht&Associates Private Sewage Consultants 655 O'Neil Rd. F Hudson,Wis. 54016 ORIGINAL i Cs� Uo�•/Q �t 1.y.2 7WAf Page 2_ of 3 Parcel ID# Property Owher 7 ❑ Boring 3 Boring# Ground surface elev. " ' 3& ft. Depth to limiting factor Soil Application Rate inapt Color � Redox Description Texture Structure Consistence Boundary Roots 'GPD/ft' De Dom V. •Eff#1 'Eff#2 Horizon th p • Gr.Sz.Sh. Munsell Ou:Sz. Cont.Color /- ia Oe — SiL a s .►��i' a s — . �' .8 If 04 Boring Boring# ❑ s� h, Depth to limiting factor 7 ��in• �- Pit Ground surface elev. " Soil Application,Rate GPDlft= Ho(izon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *E�t •Eff#2 In. Munsell Ou.Sz. Cont.Color Gr.Sz.Sh. 1 o g io R 313 [, / She ,fle c&v z f - Ca ,� ,� yR s �/' a s _ . �-sYR SL. h ❑ Boring in. ❑ goring# Ground surface elev. ft. Depth to limiting factor Soil Application Rate ❑ Pit Texture Structure Consistence Boundary Roots GPD/fl' Horizon Depth Dominant Color Redox Description exure •Eff#t •Eff#2 In. Munsell Ou.Sz. Cont.Color Gr.Sz.Sh. = < •Effluent#1 =BOD6>30<220 mg/L and TSS>30<150 mglL Effluent#2 BOD e 30 mg/L and TSS<30 mg/L_ The De artment of Commerce is an equal opportunity service provider and employer. If You o r$TTY 608-2to access .services or need material in an alternate format,please lease contact the department at 608-266-3151 SBD-9130(R.6M) • f IoM voi � f • Page Z of Property Owhet Parcel ID# ❑ Boring �y 31p 7 in. Boring# Plt Ground surface elev. ft. Depth to limiting factor Soil A lication Rate Roots GPD/ft= Horizon Depth Dominant CQior Redox Description Texture Structure Consistence Boundary •Eff#I • •Eff#2 In. Munsell Qu:Sz. Cont.Color Gr.Sz.Sh.� /�s�U 0-4 isYk3/.3 — � fn Boring ,s / ln. Boring# ❑ Ground surface elev. "_�ft. Depth to limiting factor 7 Soil Application.Rate a Pit GPD/ft2 Hotlzon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots Gr.Sz.Sh. •Eff#1 •Eff#2 In. Munsell Qu,Sz, Cont.Color /41,7'A C,&/ 2 f a -7. ❑ Depth t Boring ft. Depo limiting factor in. Boring# Ground surface elev. _— _ Soil Ap Ifcation Rate � ❑ Pit Roots GPDIft2 Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Gr.Sz.Sh. •Eff#1 •Eff#2 • In. Munsell Qu.Sz. Cont.Color •Effluent#1 =BOD,>30<220 mg/L and TSS>30<150 mgfL •Effluent#2=BOD,<30 mglL and TSS<30 mg1L The Department of Commence is an equal opportunity service provider and maployer. If ou ord issi 608-264-8777.access services or need material in an alternate format,please contact the department SOD-6330(RAM) P 3 of 3 - ,S l or 7 ,i!57S T' 4- a �o • a • - /3���02 P � 1 S M Sgoc�a�e sub«n�° ' V�bc�ch�5e sge�°n Pc1��teNe�\vs. .,OAS Hid on,`N�g�3-15 �y � 0.31 - 97 levy f3 � ,�,z � - /00.D io1' ' 33 O 2 r P , "Jlexu.ecv u X02 - 1 u&' - Lt6 ye 13 r► C, p`ta - toev,— q0- 160 I18sa-1b �-o•-`FF� es w: ts�4tc4y 656455 KATHLEEN H. WALSH _ 1'08(0 -7D--0100 q8 M-ab REGISTER OF DEED WI D r Lof 9 C S lk 1!S-A-1A,9 RECEIVED FOR RECD 108& -40-jbC) �8���� 09-12-2001 1:45 PM COPY FEE: 4.00 RECORDING FEE: 15.00 rati�Icl u e"oMap e -y Harvey a Part of the Southwest V4 of the Southwest 114 and the Northwest 114 of the Southwest 114 of Section 31LToWnship 29 North, Range 18 West, Town of Warren, St. Croix County, Wisconsin, being Lot 4 of that Certified Survey Map Owner's Address: recorded in Vol. 10, Page 2.924 of St Croix County Certirted Survey Maps. 540 Summit Circle Baldwin, M.54002 LOT/j, C.S.M� VOL.2 C_S.M.,� VOL. 6" PAGE J.560 .2! PAGE 492 I LOT / I LOT 2 j LOT3 °C b S B •00'0!-E 0/J.74'R 1 S12.76'1 3 I /90.00' 704.06' �� W P23.74'. � _ /00'*04.06'R/804./77 ( W M �/ 01 N b 1 a i, 0 78s/Q-2D O Z A D &OW AREA b w e or 8 : s�. ��� ,; 8 0 ACRES ,\� r`✓ J �� . j, �/b h �I 9.56?ACRES IF (d 4J 4,000 SOFT. b a b N?S•57�?"E b .4 i =� 3 b C4 1 1(� s 9.866 ACRES EXC.ROAD ' _ Z h 74 4.9 b bti R/ONT OP WAY L�IW AR b (O 421,OJI So.Fr. SOIL BORING lf ?1 S 80 557.74' D AREA Q S 6 X V 0 7"ACRES � I -1 J4,36/ SO.FT.b O � G. O s P wr Q N W b 3 11:ACRES G N 3 N Q I B7,J 44 SO.FT. a O N 3 m In 1 N 89•?8'S I W I �O O Q M W •- b' o. n o av R Q o 6 e� • � I S LINE SW//4 Ot Q QI I � ��•� e �• 1. o. I I ' ^ O Q J49.6?'1 Z I p /J5/.47 R// / ior // RIO ACRES N •I .. • 4'S?"E 286/.2/7 I � I N 88 42'04 E ?664.85 R/N88 ? 88,J/5 SO.FT. I � � _ SW CDR. SECT/ON J/, T 29N,R/BW, S114 CORNER OF SECT/ON J/, I?"IRON PIPE FOUNDI T29N, 911W.1 N , 1#1RNTSE N I S APO-20#54"W J54. 10' —— ALUM/NUN CAP FOUN01 pl u► go, I LOT 71 C.I.M., VOL. 10 I � � p3 R a PAGE 2924 S coN �� 4PPROX. PROPOSED PR/VEW4Y LOCAT/ON {X ALL BEAR/NSS REFERENCED TO THE SOUTH LINE W. OFTNE sou TNWEST 114 OF SECT/ON J/, 8171.1 ASSUMED N88•42'04"E RIMFIA" SCALE /"r 200' WI O !0' 100' ?o0' 500' 400' SOD' Dated.• September 5, 2000 Sheet 1 of 3 This instument drafted by Laurence W. Murphy i . Vol. 15 Page 4169 I� J