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HomeMy WebLinkAbout042-1085-10-300 n § o' ■ - 0 n � @ � § � � J % ;� 6 7 k / t 0 e 2 Q - « E m # 9 i \ CL ��� ��� Co \ j ) (1) \ /) / �a § \ . . E F =: J ° ° ® U C \ ■ . m @ z > % / E 5 >m a �i 3 2 \ � 0 0 W k \ CD § E c n " M - 2 0 0 0\ 0 0 0 f Oro -, � _ C/) § § ii, < © z / } \ cn � CA 8 R > ] o o W; ( { E [ , 7 3 = J o 7 \ J \ \ ƒ 9 @ 77 E ; 7 E f 3 / \ k k \ 0 § \ k { 0 .. / / § e CD 0 f / 7 , 2 � % m=E> ƒEaE kw ,/\ z \/( 2m CD cn 7 Kc ! ]g Cl) / ; § \ 0 ) { eo %% /CL ! Wisconsin Depart ent of Commerce County: Safety and Buildin�s Uivion PRIVATE SEWAGE SYSTEM St. Croix <. r i INSPECTION REPORT Sanitary Permit No: 430591 0 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: If Stout, Richard I Warren Township 042 - 1085 -10 -300 CST BM Elev: Insp. BM Elev: BM Description: Section/Town /Range /Map No. mly L6 / ' (J �V 6_6_ • �( 31.29.18.476A30 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark la3 /bD •� Dosing Alt. BM Aeration Bldg. Sewer Y d Holding S Ht Inlet G - 7 . Z, TANK SETBACK INFORMATION S tOutlet sGM ' 977 / TANK TO P/L WELL BLDG. Vent to it Intake ROAD Dt Inlet �- �— Septic Dt 6 1 / / / , Dt Bottom r Dosing t CJ Hea an.� S7 q-� Aeration Dist. Pipe Holding Bot. System � 3 ( r � Z• PUMP /SIPHON INFORMATION Final Grade Manufacturer Demand St Cover / p GPM Model Numb TDH Lift oss System Head TDH Ft Forcemai Length Dist. to Well SOIL ABSORPTION SYSTEM ( 20 4 -Z1+- Z_1 Z BEDITRENCH Width / Length 1 No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS �(] SETBACK SYSTEM TO P/LW BLDG WELL LAKE /STREA LEACHING an orer: . INFORMATION CHAMBER O K Typ f System: 30i U Model Number: DISTRIBUTION SYSTEM 3a3 F- Z �SGK �l0 Head er/Manifol IDistrIbutlon 1 / / x Hole Size x Hole Spacing ` Vent �I ,�- Pip g s) ' ! Ing !/ t� 7 L Dia Len th Dia "� 8 n 4 lNu SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only Yclf"ri� Depth Over A J Depth Over xx Depth of xx Seeded /Sodded xx Mulched Bed/Trench Center [//� Bed/Trench Edges Topsoil - ? Yes [:] No Yes ', No COMMENTS (Include code discrepencies, persons present, etc.) Inspection #1: J 2 Inspection #2: Location: 993 70th Avenue Roberts, WI 54023 (NE 114 NE 1/4 31 T29N R18W) NA Lot 2 Parcel No: 31.29.18.476A30 1.) Alt BM Description = J1 (/tli`�i 1 d 2.) Bldg sewer length - amount of cover Plan revision Required? Yes r /N o Use other side for additional information. y SBD -6710 (R.3/97) Date Insepctor's Signa ure Cart. No. ' • � v �rs`�6.�J r (�— Safety and Buildings Division County t I 201 W. Washington Ave., P.O. Box 7162 M adison, Vijsconsjrn on, Wl 53707 - 7162 Sanitary Permit Number (to he ti in b Co.)- (608) 266 -3151 1 1 1 " S• Department of Commerce State Plan I.D. Num r Sanitary Permit Application e In accord with Comm 83.21, Wis. Adm. Code, personal information you provide Aq��,. may be used for secondary purposes Privacy Law, s15.04(1 xm) Project Address (if ifferent than mailing address) ) 1. Application Information - Please Print All Informatio KEG VED 7Q` ^V Property Owner's Name Parcel # t Block k APR 2 2 2004 � L -lam /0 3 P operty Owner's Mailing Address B Property Locatio � / � / 7/ _ P A 3,6 r T. CRG!X COUivT '; 7 t 2� l /., /.. Section YZ City, State Zip code -Twff"," e Eoro po T ��N; R � E or 11. Type of Building (check all that apply) M� Subdivision Name CSM Number or 2 Family Dwelling - Number of Bedrooms / / 6�m� ❑ Public/Commercial - Describe Use D State Owned - Describe Use ST C. �� Z0 4 Z kZ ❑City_ ❑Village I ownship of k�yi�,t.ef III. Type of Permit: (Check only one box on line A. Complete line B if applicable) A. New System El Replacement System El Treatment/Holding Tank Replacement Only [I Other Modification to Existing System y� List Previous Permit Number and Date Issued B. ❑ Permit Renewal Permit Revision El Change of El Permit Transfer to New Before Expiration Plumber Owner / ' V14 3 IV. Type of POWTS System: Check all that appl y Non - Pressurized In- Ground El Mound > 24 in. of suitable soil El Mound < 24 in. of suitable soil ❑ At -Grade El Single Pass Sand Filter El Constructed Wetland ❑ Pressurized In- Ground ❑ Holding Tank ❑ Peat Filter ❑ Aerobic Treatment Unit ❑ Recirculating Sand Filter ❑ Recirculating Synthetic Media Filter xLeaching Chamber ❑ Drip Line ❑ Gravel -less Pipe ❑ Other (explain) V. Dispersal/Treat ent Area Information: a � Design Flow (gpd) Design ication Rate(g d f) Dispersal Area Required (sf) Disp rsal Area (� stem evation �dG 3 3 V1 m o tal Number Manufacturer Pre a Site Steel Fiber Plastic \ I. Tank Info Gallons Gallons of Units I f f/ J�^ /� T Conn Constructed Glass New Existing w /. ` I r/(JV VA4 et Tanks Tanks Septic or Holding Tank `may. Y y Aerobic Treatment Unit Dosing Chamber assume responsibility for in Ilation of the POVl shown on the attached plans. VI[. Resp Statement i, the undersigned, po Y [m Y Plumber's Name (Print) Plumber's Signature PRS Number Business Phone Number Plumber's Address (Street, City, State, Zip Code) lQ 7d 4 4& - \'lll. County/ e artment Use Onl Sanitary Permit Fee (includes Groundwater ' Datte Issued I ing Agent ignature (No 2aun��s) Vp proved ❑ Disapproved Surcharge Fee) `T /2 Z O ❑ Owner Given Reason for Denial IX. Conditions of Appr /Reasons for Disapproval SYSTEM OWNER: tic tank, eff an d l� 6G 1 Se luent I ter d Septic dispersal cell must 211 be serviced � maintained as per management plan provided by p _ _ n, _ 1 2. All setback l req uirements le c de ordinanbes. m aintained rl,r�r"' as per applic complete plans (to the County only) for the system on paper not less than 812 x I I inches in size SBD -6398 (R. 01/03) lile- Al / 3 tde ✓� G� c �� t►s�e r� 70 �d< d� � �,r �T I '` r • Wisconsin Department of Commerce SOIL EVALUATION REPORT Page _L of Division of Safety and Buik)ings in accord m: e � �� County COLL Attach complete site plan on paper riot less than St1/2 x must include, but not limited to: vertical and horizontal 14erence point (BM), direction and Parcel I.D. percent slope, scale or dimensions, north arrow, and 10' d a d distanc t r� aresttoad. 2 2 ���4 Reviewed by Date Please print all in hat n. Personal information you proyido may tm used for secon ry pur�+epek � yr�}�t t "5!04 (1) im)). _ L17- Property Owner ZONING OFF L cation Govt Lot +� W f /4S W 114 S T ol� N R f E (or Property Owners Mailing Address Lct k # SuW Name or C M# e Tir . C City State Zip Code Phone Number ❑ City ❑ Village Town Nearest Road — y0! ('-fit -4o - 73 Gv6t r� -e New Construction Use: � Residential I Number of bedrooms _�� Code derived design flow rata _ i _ - -___ GPD ❑ Replacement ( ❑ Public or commercial - Describe: _ —_ __----- _� - - -- '^ - - - - - -- Parent material__ 1-i CA —tZ J li x _ —_ - -_- Flood Plain elevation if applicable _ —_— 1!f— ^- -_- - -- h• General comments and recommendations: y 4 r y\. [ rJ" ' Boring # F] Boring pit Ground surface elev. _ Q�i. 0 - ft. Depth to limiting factor - in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots' GPDIft= in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 I 'Eff#2 t b 313 rnTY 5 r `+IMF 5 L 2 ►,1sb , c w - 9 72-16 -1 1d y Le Boring # II� Boring , `' pit Ground surface elev. L3 Depth to limiting factor , — in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIff in. Munseli Qu. Sz. Conk. Color Gr. Sz. Sh. 'Eff#1 - Eff#2 2 rr , < rr,� c 5 I J+ 5 3 m1 CS l 5 L ZMSb►< - - Effluent #1 = BOD > 30 220 mg/L and TE>S >30 < 150 rrrg/L ' Effluent #2 = BOD _ 30 mg /L and TSS < 30 mg/L CST Name (Please Print) Signature CST Number 253 -36 '� Address �� Date Evaluation Conducted Telephone Number \\ W S _.� ` -' � — v2. S r� 5- 7 dad ""O z 7 2 , PAGE NAME: y� _LOT# LEGAL DESCRIPTION : _1/4_I / ^E(or) SCALE: I "--- -- •--- -- � ELEVATION ___ b —c ' BM I DESCRIPTION: -I e o i L-o" ►J �O°r BM 2 ELEVATION:__ `- BM 2 DESCRIPTION:r SYSTEM ELEVATION:_ q II t SYSTEM TYPE: l: Y. po n q d C) S �t o o c h o� h oc 6U �U SIGNATURE: DATE: Safety and Buildings Division County m 201 W. Washington Ave., P.O. Box 7162 �seons�n Madison, WI 53707 - 7162 Sanitary Permit Number (to be til in by Co.)- (608) 266 -3151 3 � is Department of Commerce Sanitary Permit Application State Plan I.D. Num r /D In accord with Comm 83.21, Wis. Adm. Code, personal information you provide �,� may be used for secondary purposes Privacy Law, sl5.04(I)(m) Project Address (if different than mai address) L Application Information - Please Print All Informatio i , .. VEr 3 7 /v Property Owner's Name E Parcel # Lot # Block # APR 2 2 2004 - 2- 3 P operty Owner's Mailing Address Property Location r -!- /' r 7 7''; ONIN /.,"'/., Section _7 ... t " T City, State Zip Code [� e ircle o H. Type of Building (check all that apply) , / n � Subdivision Name CSM Number yJ1C1 or 2 Family Dwelling - Number of Bedrooms /i ' ❑ Public /Commercial - Describe Use /� nn ❑City_ ❑Village township of El State Owned - Describe Use ST (� G�� 20 J 2 k 111. Type of Permit: (Check only one box on line A. Complete line B if applicable) A. ,y ❑ Treatment/Holding p Y lest New System E) Replacement System g Tank Replacement Only Other Modification to Existing System List Previous Permit Number and Date Issued B. ❑ Permit Renewal Permit Revision E) Change of El Permit Transfer to New Before Expiration Plumber Owner IV. T ype of POWTS System: Check all that apply) 7 J Y Non - Pressurized In- Ground ❑ Mound > 24 in. of suitable soil ❑ Mound < 24 in. of suitable soil ❑ At -Grade ❑ Single Pass Sand Filter ❑ Constructed Wetland ❑ Pressurized In- Ground ❑ Holding Tank ❑ Peat Filter ❑ Aerobic Treatment Unit ❑ Recirculating Sand Filter ❑ Recirculating Synthetic Media Filter Leaching Chamber ❑ Drip Line ❑ Gravel -less Pipe ❑ Other (explain) V. Dispersal/Treat ent Area Information: 'r L Design Flow (gpd) Design ication Rate(g d f) Dispersal Area Required (st) Disp rsal Area p (� stem evation GdG 3 I��tfi /:� 3 VI. Tank Info m otal Number Manufacturer Pr Site Steel Fiber Plastic Gallons Gallons of Units Q Conn e a cre Constructed Glass New Existing ! "t !CJ C1 r/Af Tanks Tanks Septic or Holding Tank X Aerobic Treatment Unit Dosing Chamber VII. Responsibility Statement- I, the undersigned, assume responsibility for ingallation of the POWTS shown on the attached plans. Plumber's Name (Print) Plumber's Signature PRS Number Business Phone Number , ll -r Ste. & 40" ; ? -Pe Plumber's Address (Street, City, State, Zip Code) 1, - ,7e CG VIII. Count y /Dc artment Use Onl Sanitary Permit Fee (includes Groundwater Date Issued 1 ing Agent ignauue (No am s) VP,Iroved El Disapproved Surcharge Fee) (✓12Z ❑ Owner Given Reason for Denial / IX. Conditions of Appr /Reasons for Disapproval 1n � /JU't ` SYSTEM OWNER: and 1 Septic tank, effluent, I ter C dispersal cell must all be serviced as per management plan p by plumber. t� yut,✓ ? � 4 . 2. All setback requirements must be maintained as per applicable code /ordinances. Attach complete plans (to the County only) for the system on paper not less than 81/2 x 11 inches in size SBD -6398 R.01 /03 -el— 0 add Wisconsin Department of Commerce SOIL EVALUATION REPORT Page _1— of _3 Division of Safety and Buildings in axord m.' e �) County X rot - Attach complete site plan on paper riot less than 8, x 1 3ie P must include, but not limited to: vertical and horizontal rei�erence point (BM), direction and Parcel I.D. percent slope, scale or dimensions, north arrow, acid locati a d distanc arest�oad. Please print all in tn, rtatfo "rn 2 P T Reviewed by + Date Personai information you provide may be uaed for sew pur�epep. N J4( )). ZI 6 a 1 . v VV Property Owner ZONING OFF cation (fir r Govt Lot N W 11 SS T d9 N R 1 O E (or)� Property Owner's Mailing Address Lct lock # Subd. Nauru or CSM# G t e T c City State Zip Code Phone Number [I City ❑ Village E�j Town Nearest Road New Construction Use: 5;0 Residential / Number of bedrooms _3'Y_ Code derived design flow rate - 'YkS GPD ❑ Replacement f ❑ Public or commercial - Describe: N _ ___ ^_----- _ - - - -- - - - - -- Parent material _ —_ Q -C C� �� _ Flood Plain elevation if applicable _— _— /1!�_- -_ —___ h• General comments E v ` p�� cJ" k(•) and recommendations: 6 I F] Boring Boring # pit Ground surface elev. _� U ft. Depth to limiting factor _� ? -- in. Soil Application Rate Horizon Depth Dominarit Color Redox Description Texture Structure Consistence Boundary Roots' GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh_ I 'Eff#1 `Eff#2 1 d 51 e 2 rnTY e 5 s Us5 s _ -7 1 - Jl 2 -12 - `7 < ,, �0 Boring # J\ Sort Application Rate Horizon Dep r Roots GPD/W in 'Eff#1 •Eff#2 2 S� g' 7 Effluent #1 = B0D > 30 < 220 mg/L and T,'. 1 3 >30 < 150 mg/L ' Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Signature CST Number q W���Ie r- 2- .3v / Address Date Evaluation Conducted Telephone Number 2�� %C;"A ` °rn e f—s�, O S7 ` _- �0 715- 746 --0Z 7.9 N Parcel ID # Page _- of Properly Owner - - - - -- - - - -�- ❑ Boring q� F31 Boring # 5r� Ground surface elev. L �� ft• Depth to limiting factor 0 in. Soil A lication Rate L0 Pit Horizon Depth Dominant Color Redox Description Texture Structure Consistence Bounda Roots GPDlft ry Eff#1 'Eff#2 in. Munsell Qu, Sz. Cont Color Gr. Sz. Sh. ' mjrr c5 Z 3 y 72- ❑ Boring Boring # ft. Depth to limiting factor _— in. F pit Ground,surface elev. - -- Soil A lication Rate Horizon Depth Dominant Color Redox Description Texture St Iture Consistence Boundary Roots GPD/ft 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 lication Rate Horizon Depth Dominant Color Redox Dv,scripbon Texture Stn,dure Consistence Boundary Roots GPDIfF in. Mu nsell Qu. Sz. Cont Color Gr. Sz. Sh. 'Eff#1 'Eff#2 I ' = < m L ` Effluent #1 = BOD > 30 < 220 mglL and TSS >30 < 150 my/L Effluent #2 BOD s _ 30 9� and TSS < 30 mglL - 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. Sri D -93301 R.0) 100) . A PAGE NAME: y+ LOT# LEGAL DESCRIPTION: _I /4 1 /4,S T_,N,R,_E(or)W SCALE: 1' yO ayt � ELEVATION: 1 - ` BM 1 DESCRIPTION: BM 2 ELEVATION:_ BM 2 DESCRIPTION: -` w SYSTEM ELEVATION: SYSTEMTYPE: ('O(� U�✓���yna� �' uf 5- c ac) DATE: SIGNATURE: Safety and Buildings Division County 201 W, N Vls � on s n f Washington Avt , , P.O. Box 7162 Mad' 716 Sanitary Permit Number (to be filled in by Co ) I De art ment of commerce ( 608 ��_ 1LqIV # O sal I Sanitary Permit Appl at' State Plan I.D. Number In accord with Comm 83.21, Wis. Adm. Code, personal nfor 0Ul may be used for secondary purposes Privacy La , s15 411)(1n) T. C C lest Address (if different tilan mailing address) j I. Application Inforrnation - Please Print All Information ZON F Property Owner's Na me Q/ Parcel N Lot N i � Z�NI/yG OFoc�Ty SQL � Z oc Property Owner's M ailing Address Property scion � City, State -A Cade _ Phone Number ~ -A � '.4,Section 3� -- -�-� -� circle o ~, Type of Building (check all that apply) N Su��WT ' R E o Il w 1 or 2 Family Dwelling - Number of Bedrooms Subdivision Name CSM Number !_) Public /Commercial - Describe Luse _ - -� Gg / // 1 j L State Owned - Describe use 2 1_— ]� -- - EiCity_QVillage UTownship of ZJ, f t6�/ V III Type of Per mit: (Check only one box on line A. Comp to line B if appli bie� v 412--1 R , Ol A. - - -- - - -_ / New System I ❑ Replacement System Treatment/ olding Tank Replac tent Only ❑ 0 ier Modification to Existing System ! B ❑ Permit Renewal ❑ Permit Revision ❑Change of ❑Fermi ransfcr to New j L t Pt sous Permit umber Issued Before Expiration Plumber j caner IV. T ie o POWTSstent: ( all that A NOn - Pressurized In- Ground ❑Mound > 24 in, of suitable soil y Lj Mo 24 M. of Suitable Soil ❑ At- Grade ❑ Single Pass Sand Filter Constructed Wetland ❑ Pressurized In- Ground ❑ Holding Tank I rat F cr Aerobic Treatment unit ❑ Recirculating Sand Filter Ci Recirc 5ynthenc M edia Filter WLeachin mher (] Drip me ❑ vP -less Pips' 0 er (explain) �_ Dispersal/T Area Information: * —/ j _ 30 d Design Flow (gpd) Design Soil Application Rate(g f) Dispersal . rea Required (sf) ispersal Area Proposed (s S ern evat;on �6 ; Z U _ VI. Tank Info Capacity in Total Number Manufacturer Prefab Sit? Steel Fiber Plastic , ! Gallons Gallons of Units Concrete Constructed Glass New Existing Tanks Tanks Septic or Holding Tank aerobic Treatment Unit l -� Gam- C �' Dosing Chamber hVII. Respopaibility Statement- t, the undersigned, ass re responsibility for ixuta_l of the POWTS shown u the attach plans. Plumber's Na me (Print) PIumber's Si gnatu "PRS Number -' II vv i Business Phone Number r �� <`at_ � ✓�� Gc lvYll�,f l� � � Plumber's Addre ss (Street, City, State, Zip Code) I. Count /De rtmen O nl Approved U Disapproved Sanitary Permit Pier (Includes Groundwater Date Issued ssui Agent Signs a (No Stamps) _ ❑ O Given Reason for D enial s Surcharge Feel r IX. Conditions of A proval/Reas ons for pica _ a SYSTEM OWNER: lr °va1� 3 J S 1 Septic tank, effluent filter and dispersal cell must all be serviced / maintained as per management plan provided by plumber. -------� 2. All setback requirements must be maintained - �v �►�-�Q ct Q • 2 as per applicable code /ordinances. Attach complete plane (to dto County (in, nly) for the system on paper not less tb»n 81/2 x 11 inches is sloe ' SBD -6398 (R. 01/03) ' i d 0 o �, ` tA Ile- w — d a d F o wl s �r • 41 Wisconsin Department of Commerce SOIL EVALUATION REPORT � � page � of� Division of Safety and Buildings in accordance with Comm 85, Wis. QM. Code ..ern Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. an mt1 r d include, but not limited to: vertical and horizontal reference point (BM), dire 'on and Pa I.D. percent slope, scale or dimensions, north arrow, and location and distance o nearest road. —/Q s •�Q -f Please print all information. JUL 2 71Y?, y Dat / -/ Personal information you provide may be used for secondary purposes (Privacy La S. I /0� Property Owner I LbcB _ ,_ ., • �f70A (��,� �j� e Govt. Lot �" 1 /4 NC l4 S T Z q N R ($ E (or Property Owner' Mailing Address Lot # Block # Subd. Name or CSM# 2 _ C i 2- UPI `I 1 City State Zip Code one Number El City ❑ Village ® Town Nearest Road Ayt New Construction User Residential /Number of bedrooms Code derived design flow rate GPD ft, E3 Replacement ff E] Public or commercial - Describe: Parent material (� (J 7 bi Flood Plain elevation if applicable AJ JA General comments and recommendations: S y P6Y1 �fv' lot 1S S 6 `Ow / ry� 41k 4-e, ��/ t e .A!; Z M Boring # El ® Boring Pit Ground surface elev. 9y 0 d ft. Depth to limiting factor I U in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 I *Eff#2 17� 3o 1 3 rn�- c S r , �- Ld .d F Z 7 Boring # ❑ Boring ® pit Ground surface elev. 99. ft. Depth to limiting factor l (Yj in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 Effluent #1 = BOD > 30 220 mg/L and TSS >30 < 150 mg/L • Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L CSC Name (Please Print) ignat� CST Number o c �' / C.✓ .e S 3a Address Date Evaluation Conducted Telephone Number SR 330 (R07 /00) I e Parcel ID # Page L of Property Owner i1 r F31 Boring # ❑ Boring [ Pit Ground surface elev. Depth to limiting factor 10t'v in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ftz in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. 'Eff#1 'Eff#2 I b - I l� 3 Z 2 II C5 , -10(0 I y� Q` - L I • Z F 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 /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 i ❑ ❑ 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 /ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD < 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 -9330 (KO7/00) Property Owner Lener+z, Parcel ID # Page of Boring 1-31 Boring # �/� ft. Depth to limiting factor ���v in. pit Ground surface elev. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots •Eff#1 PD�t Eff#2 31� i in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. — 2 II ' it 0 nc — — -- I I • Z ❑ ❑ 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 /ft in. Munsell Q u. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 ❑ Boring a Boring # Ground surface elev. ft. Depth to limiting factor in. ❑ Pit Soit Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots .E GPD /ft f in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/L ` Effluent #2 = BOD < 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. o� SBD -8330 (R /00) PAGE_5_OF� NAME t A - e rT 7 TOT# LEGAL DESCRIPTION A/r X ztE X ,S 31 T2 ,N,R, / E(or) SCALE: I"= BM I ELEVATION O BM I DESCRIPTION BM 2 ELEVATION q BM 2 DESCRIPTION a P JC Qe. A lk 2 l SYSTEM ELEVATION qS 6 a SYSTEM TYPE �'G n a -e ✓\ c.. CONTOUR ELEVATION i l r i I Tom' 7 1 SIGNATURE DATE Q Z . ? v✓ i v 6� 2 S 4 REGISTER OF DEEDS ST. CROIX CO., MI RECEIVED FOR RECORD 11/13/2002 02:40PN EXEMPT # CERTIFIED SURVEY MAP REC FEE: 13.00 TRANS FEE: LOCATED IN PART OF THE NE1 /4 OF THE NE1 /4 OF SECTION 31, T29N, R18W, COPY FEE: TOWN OF WARREN, ST. CROIX COUNTY, WISCONSIN. BEING A CERTIFIED SURVEY CERT COPY FEE: MAP RECORDED IN VOLUME 16, PAGE 4366, AT THE ST. CROIX COUNTY REGISTER PAGES: 2 OF DEEDS OFFICE. SURVEYOR: PREPARED FOR: DOUGLAS J. ZAHLER RICHARD 0. STOUT DOT NUMBER 55 -94- 3553 -2002 S & N LAND SURVEYING, INC. JANET P. STOUT 2920 ENLOE STREET 1 1353 AWATUEKK TRAIL HUDSON, WI 54016 1 HUDSON, WI 54016 '70TH AVE. o I ' Lo 1 L@v16 -- I o I o e s D C�o�o tla �a dOLo 94 PC�o 3��9 M�nIP�44C — ---- — - - - - -- N LI OF T HE NE1 /4 I RA 15 - - - -- S89 8"E 2640.04' N89 8"W 686.11 NE CORNER 1953.93' 212.04' 212,04' 262.031 SECTION 31 N 1 CORNER 212.04' 212.04' 228.46' SECTION 31 g 1 C $ 6 M S89 °07'18 "E 652.54' $ g r33' 33 . ............... cq .... : --100' N I Di co 3 to M �° I W Z c� 2.237 ACRES 2.168 ACRES cq O w O (0 (97,453 SO. FT.) - (94,453 SQ. FT.) 08 ACRES --� I w �I ( i � INC. R/W INC. R/W , (1,41 0 INC. SQ. FT.) W co 111 Z a I �••I N O w - N cd rn INC. R/W ,�� M e w F Q i 2.077 ACRES a 2.008 ACRES M t� (90,456 SO. FT.) `* (87,455 SQ. FT.) 2.009 ACRES 1 ,� Q U o �I EXC. RAN EXC. R/W cn (87 EXC. S R/W )� I O O I pq �iiw �I T Z p Z I O� W Z I OI 0 11 0 1 ( n I w . z p[ � O 263 :. Z 33.72` a 1 � r w I f- 230 I oC O w I 3.5T 477.39' _ _ - I w 21 1 ■ 1 p r' T d 1 I S89 0718E 212.04 _ —N83 °16 s�� 1 o __ O Z °a I o :47.0U- I CC m Z cO i U 50' N 80.46' 4 cd I S89 0 51'03 "E 5.084 ACRES (D N 80' 80' I o (221,473 SQ. FT.) INC. R/W 5.004 ACRES (217,954 SQ. FT.) EXC. RAN U i� LO 50' SETBACK PER TRANS. 233 Z 0 I I 0 ............... O NO ACCESS N87°40'1 7"E 606.06' CAUTION HIGHWAY SETBACK RESTRICTIONS 07 � � � PROHIBIT IMPROVEMENTS, SEE SHEET 2. 0 ' b a E1/4 CORNER a SECTION 31 IN HIGHWAY "— CENTERLINE OF THE EAST BOUi"ID LANE NOTE: THIS C.S.M. IS INTENDED r TO REPLACE C.S.M. IN T T VOL. 16, PG. 4366. NO ADDITIONAL LOTS ARE BEING CREATED. LEGEND - - - - FOUND ALUMINUM COUNTY SECTION CORNER MONUMENT SCALE IN FEET 1 = 1 50 FOUND V OUTSIDE DIAMETER IRON PIPE SET 1" OUTSIDE DIAMETER BY 18" LONG IRON PIPE, WEIGHING 1.13 LBS. PER LINEAR FOOT 150 0 150 • • • • • • • • • • • • • ROADWAY SETBACK LINE (AS SHOWN) THIS - INSTRUMENT DRAFTED BY: WILLIAM KANE m FOUND MASONRY NAIL JOB NO. 6052 -15 DATE: 11/07/2002 PROPOSED DRIVE SHEET 1 OF 2 SHEETS Vol. 16 Page 4411 4" CI' VENT PIPE 12" MIN. ABOVE G.�tADE s > 25' FROM DOOR W OR WEATHERPROOF FRESH AIR INFAKE JUNCTION BOX APPROvED WITH CONDUIT MANHOLE COV z:R. F�NZSHED "o"" W/ PADLOCK 6 4 " C I RISER ----� � WARNING LABEL :, MAX. . N. E }-• $ I r l� WATER TIGi'T SEALS GAS- ; ' E PROVED TIGHT &PPROVEO S EAL i t APPR i JOINT S W ITH 'IPE 3' B ; ►- ;?�A�:M V£0 P SAS JRTO S11L ID ON 1 3' .6NTO jO:L C SOLID. SOIL PUMP OFF BLEV . FT. j -...- ► .1;, OF; 1 I *k RZSI:R EXIT 4 D I PERMITTED oNLy IF TANK 3" APPROVED BEDDING UNDER TANKS APPROVAL 40 NbR r TE PAD SP ECIF1 CAT IC;N5 SEPTIC r DOSE TANK MANUFACTURER: �..,:'ct' NUMBER DOSES PER DAY: _...� TAN1; SiZES: SE �'.. DO ..�.d. GAL. "OSE VCLUME IA'C::iDING DO ov GAL. FLQ9ACK: !ter GAL. ALARM MANUFACTURER: IES: A = c z..� -��•� �I� u u AL MODEL NUMBER: CAPACITIES. ,.. y CIT �_ !NCwZS II ...-��... , SWITCH TYPE: - M1?Z +�.� 8 s 2 INCHES x A PUMP MANUFACTURER,, C9 au C MODEL NUMBER : ,�- INCHES = tt 8GAL. SWITCH TYPE: !� R£QUiRED D " LSCHARGE RAT GPM PUMP S ALARM WIRING AS : xR ZLI�R 36.23' wA IERTICAL D;FFERI.:XCE BE. OFF AND wISTP.IBV T 1 oN PiPE /+? MINIMUM NETWORK SUPPLY PRESSURE rE ET . ,,,!Ll FEET FORCEMAIN X <d FT /300 £.,. FEET FRI.. T: t�N FACTflP. 7 FE£'� :' tt r� **�� AL M I u��N ++ TT t ��++ �r } l/ r q T-C A L D Y NAM I C HEAD TERN DMirSIoI-J OF pUMp L tiL7 ,, W fT IDTH Li0u SD :77p �"'�� , _ - + �. ,..DER a : "; � -- +w:, ....,, rn �..... n /8S ___ ... WEGERER SG'IL TESTING PAGE D4 Goulds Pees F `7 a9= - 7 Submersible Effluent Pump r =. � 3871 EPO4 EP05 AT 0 4 Fftn# series • H w tk sw. � � In ' ■ k1ft ttewe . Cast iron f amp Us": ' e d nrhlnq g ra d e etir�rt ' 1 :2 to%ml dry WOW dAf� to Mat trtneeehhr. OW 6611111y. *Nomee ' N NVINMe 10, 1VOIJIM am rat TW P hawle ' WEtfr �le 1 t htta: 0.4 Hp, R meet s +�hment • t raElrfnp RAW. V, 90 H41$50 Fi A • ayerkw whh �Ihd w! thm coo: Stantre duty autcunaik r eeet, preenet ad vm fMabgr. rated oal Xw ftw MftM. il' MgOAl1O • EP05 81n 11 Q 5 NP, • t Yp; W bwer I'S V. 1550 RPM, ElAT UMS hel�M dilly lull Dltutnp bullt b overload w th acroar IOrt • � „ ds hrt dYrr0 �brby, a�mttic rteset w 1t>i�l 11Nrmo- ` gy m : uD to a GPM, �b rd: 10 w pump auto � A�N�Y LfI�TIN6 • n di mechar lW IM proy,�. �� � tOt!! th�tY�ed =: up to �,{ !�, w!!h tht+M "M OrountlinQ � � �• M�a�e:1 NPr Plug. Optiorurt 20 foot • fcl'0a led !t♦r.1Mnno- � n+t - .1&3 Lrrw wlth plufjC deelgn for (CSA WN model numbers BUM-N, ° ic statlonary. = MM on f undfnp plug lmpt wd p j, end in T pr - AC ",) • T • 1W Rupad X04 (�O'C} tonttnuous therttlop d*pte VouidMt t4OV (" kgVft nt superior 9Mpth rind Fwvjj8: 3M M M swftugw M!nft PM COrTOattlr! 1��_ • � X & w i g dr e to �►A�Mr>ti. 0 Jo f �' P "w go I i ' Cw*m up to sit OPM, � t • p ry o 3N � . Nrohtte7lat seek �rbott• e M� 4 r1 104 : 3 u�'► 14W + a } p o0 o �� 00 OiPM C �e p 10 1Z �. �+o. �AAt►CITY U F '--� a s swoon 4 - -- -M 24 - � a_ �i • • s a* Q. cr CL not �o o. I _ N a h eo 0 0 S ' � rril l_ N t'? a T N � co c R, rn z 0 � . I �ro--� _ ri ". (!)n, Q to Q-e Q 2 � ; W CL � CL o� o0acn 1 1 tJ1 0 ` w N g Cb f J °- 9 v" Q A ..0 cn X CD N -% C Q; C Invert 11' ----} POWTS OWNER'S (MANUAL & MANAGEMENT PLAN Page of FILE INFORMATION SYSTEM SPECIFICATIONS L wner �Li�A�Q t> ` Septic Tank Capacity O' at D NA rmit e 0 3 S Septic Tank Ma p an O NA DESIGN PARAMETERS Effluent Filter Manufacturer ,e O NA Number of Bedrooms Y 0 NA Effluent Filter Model Z 4 dD 0 NA Number of Public Facility Unite %NA Pump Tank Capacity Q a l O NA Estimated flow (average) g al/day Pump Tank Manufacturer Zd "es e f' - O NA Design flow (peak), (Estimated x 1.5) �� d g ai/day Pump Manufacturer z5 ,0,Z4 / ( 3 NA Soil Application Rate alida /ft" Pump Model 0 NA Standard lnfluentlEffluent Quality Monthly average" Pretreatment Unit A Fats, Oil & Grease (FOG) 530 mg /L 0 Sand /Gravel Filter 0 Peat Filter Biochemical Oxygen Demand (BOD 5220 mg /L O NA O Mechanical Aeration 0 Wetland Total Suspended Solids (TSS) 5150 mg /L ❑ Disinfection O Other: Pretreated Effluent Quality Monthly average Dispersal Cell(s) O NA Biochemical Oxygen Demand (BOD S30 mg /L Jn- Ground (gravity) 0 in- Ground (pressurized) Total Suspended Solds (TSS) 530 mg /L 0 NA t3 At -Grade 0 Mound Fecal Coliform (geometric mean) S10` cfu /100mi 0 Drip -Line 0 Other: Maximum Effluent Particle Size Ya in dia. 0 NA 0thar' A Other: ❑ NA Other: A "Values typical for domestic wastewater and septic tank effluent. ate MAINTENME SCHEDULE Senrke Event Service Frequency inspect condition of tankls) At least once *very: 3 a s (Maximum 3 years) 0 NA Pump out contents of tank(s) When combined sludge and scum equals one -third (Y of tank volume ❑ NA Inspect dispersal collie) At bast once every: Rmonthis) (Maximum 3 yeas) O NA Clean effluent filter At least once every: e) 0 NA I Lr earls} _ Inspect pump, pump controls & alarm At least once every: month(s) 14A year (s) Flush Isterals and pressure test At least once every: r — manth(s) A ❑ earls) Other: O month(#) A At least once every: p earls} Other: NA MAINTENANCE INSTRUCTIONS Inspections of tanks and dispersal cells shall be made by an individual carrying one of the following licenses or certifications: Master Plumber; Master Plumber Restricted Sewer; POWTS Inspector; POWTS Maintainer; Septage Servicing Operator. Tank Inspections must include a visual inspection of the tank(a) to identify any missing or broken hardware, identify any cracks or leaks, msseure the volume of combined sludge and scum and to check for any back up or ponding of effluent on the ground surface. The dispersal cell Par (s) *hail be visually in to check the effluent le k for an ponding y P evv a in �e observation pipes and to chec y p g of effluent on the ground surface. The ponding of effluent on the ground surface may indicate a failing condition and requires the immediate notification of the local regulatory authority. When the combined accumulation of sludge and scum in any tank equals one -third (Y or more of the tank volume, the entire contents of the tank shall be removed by a Septage Servicing Operator and disposed of in accordance with chapter NR 113, Wleconsin Administrative Code. All other services, including but not limited to the servicing of effluent fitters, mechanical or pressurized components, pretreatment units, and any servicing at intervals of 512 months, shall be performed by a certified POWTS Maintainer. 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C,er'tiflad SatrveY Mai page # r_..- �� Asa h�� s es �: to Lat Iin�s idon�siabla�Y� #1C sy stem cn ud aaaulG X. xta prematnxc faliut� ka bsndbe wastES. Propel �nalntr st t msixst nce of you o y d b a lictnstd puzaper. �xlhnt Y0 P I - It into the aystc rzt ��° f t hree years ar Soo =,, if neo Y the swiz tAJ1it aT F the Wasic &SPOSs system cr xts of p u a tatat xt�ge tha i'celctisan of #hs G th nAd by ,Wacr and bw a ,,want a egztificatiatY fozm., � � - t to ;? - Croix Zo211r� gyp' h, t2,atti1) t oz� -si# wastewatcrdis�posal system ,,, eurnez acs to xubusi ups ez verify g z y ey anplumbax, restriatedplumbei Or iiaetts i f nacGeea;V), t ' * ,, tie. tans is bcse 2 ) tbss� 113 full of Sludge Il5tC5 ' di 2�w'r L^a.417tC lOt� arA pumis 9 is is progar o condatspn ands D emertts arad agree to maizlte.�.0 �e private snwagg diapasai �ysterzt witi� Chc stttrr�.�rds ,,we he sodhave reed the above ®f co�mere.e and the, Department of Natural Reso=t:91 of zouintsO Office Witba-l uudttait 3� �e? fc r#h. he iz� u set leg' the Depast�a d to the st. wroix c: o=ty Zcuiz� n fo- , h yam &V* �� bno been cxisitteined muss be comploted � � ,,ll c ja`TM�f told ` � expiration slate. H If V AT t 1a1'ATuR& A "F�L�GA2 ' f ,. cvir krlorvled$e. 7 (we) gffi (arc) ?1zc `umez(s) Safi 1 (rare) �y tit �wt"MerLt3 on this to Mfg rccozdedCin Red ,ter or Daed= C7f1�ca proper' desCribtd ebove, by virtue of a v�atranty , t L. - IG�11�.� JrANT arcrnent. * Ala #iast that is znis,xepresen�sd t Y zasul' in the sanitary PP-Mo- baYn revcsktd by kbc azling l7ep ssttfon: a szasriped wa ranty decd ft am e8 cfabent a 1rad the �'a�an daed *y lnclttd$ with this o g tie certified survey map a it LEGAL ST. CROIX COUNTY, WISCONSIN OLD TXSCR02 REAL ESTATE TOWN OF WARREN COMPUTER NUMBER 042 - 1085 -10 -300 Parcel Number 31.29.18.476A -30 OWNER NAME: First RICHARD O & JANET P Last STOUT PROPERTY ADDRESS: Hse # 1/2 PD -- Street Name -- Type SD Apartment 993 70TH AVE SECTION 31 TOWN 29N RANGE 18W %160 NE 1 /440 NE Line Description Line Description TOTAL ACREAGE 2.237 PLAT CSM 16/4411 CSM 16/4366 LOT2 BLK 01 SEC 31 T29N R1 8W NE NE 15 02 LOT 2 CSM 16/4366 16 03 NKA LOT 2 CSM 16/4411 17 04 18 05 19 06 20 07 21 08 22 09 23 10 24 11 25 12 26 13 27 14 28 F1- General, F4 -Prev. Parcel, F5 -Next Parcel, F7- Valuations, F8- History, F10 -Exit J 1975P 633 STATE BAR OF WISCONSIN FORM 1 -1998 KATHLEEN H. WALSH WARRANTY DEED ST ISTER F DEED Document Number RECEIVED FOR RECORD Is Dead, made between Frederick (3. i enettz Land And Cattle ..09-16"2002 19i15 AM r....... r 1 f`_ A WhKaWn Um ibd I Imbilitv . Grantor, and WARRANTY DEED — Richard 4 ,�* EXEMPT t . e. Grante Grantor, for a valuabl•consideradon conveys to Grantee ttse following REC FEE: 11.00 described reel estate in St Crolx County Smis TRANS FEE:, 627.00 COPY FEE- Wisconsin (the "ProperRy'): CERT COPY FEE: PAGES: 1 Area NE '/, of NE '/. of Section 3 Township 29 North, Ran ge Norm wd Rd= Adaw• wd+srd.o. Most 18 West, St. Croix County, Wisconsin lying Northerly O_ ," P. 8 0 d • Iriitta�e }y��hi1wway g4�.xcepE land tyjp7q of the following x�54= described Iitie:Cornmendng at the Southeast c omer of that part of the�NE' /, of NW %s of Section 31- 29 -18, lying North of Interstate Highway 94; thence S78 0 5742 "E 10.25 feet to the be inning of the fence line herein.dwribed; thence N01 0 52'32 "E 861.46 feet to the right -of -way of 70 Avenue. 042- 1086 -10-0OQ parcel Idenfltl0etlon Numbet (RII� Tltk r not homestead p oporb- N M I not) Together with atl appurtefwrd Itghb, We and interests. N= Grantor warrants that the dde to the ProWdea good, Indefeasible In simple fee and *so and clear of encumbrances except Dated this jg_ day of August, Z442. (SEAL) (SEAL) I F7dedck G. Lwwmft (SEAL) (SEAL) AUTHENTICATION ACKNOWLEDGMENT 8lpnet<rro(s) . t StMo of Wisconsin, AID BUQ ia , tis "� �C� SL Crobt county autttendoeted H Pemonally cams before me this 1GI1 day of Z abow named wi.,. L �nitrA r W t'!+moen:!. t1V Frederick 0. Lonartz, TITLE: MEMBER STATE BAR OF WISCONSIN executed tD m. known to be the person who d the tongotrrg and adcrrowledge the (If w ormed by §706.06, Wis. Stets) saw THIS INSTRUMENT WAS DRAFTED BY �- ' Coidweli Banker Bumst 1301 Coulee Road Notary PA11c, State Hudson, WI 5401e My aomrtdnlort in erm nt Knot. side woratlon data: 2 -37876 (Signatures may be eutwdcated or ackn MAe toed. IJ ) Both are not nec Names of Pomona *Wnlna In any mustba woo or Printed below tttsir skmwre. STAR W OF WISCONSIN WMoonsin Legal Blank Co, Inc. WARRANT! DM FORM No. 1 -1908 Milwaukee, Wis. lu I u o --) I KAEN N. MALSH REGISTER OF DEEDS ST. CROIX CO., MI RECEIVED FOR RECORD 11/13/20@2 02:40PN EXIM # CERTIFIED SURVEY MAP REC FEE: 13.00 TRANS FEE: LOCATED IN PART OF THE NE1 /4 OF THE NE1 /4 OF SECTION 31. T29N. R18% COPY FEE: TOWN OF WARREN. ST. CROIX COUNTY, WISCONSIN. BEING A CERTIFIED SURVEY CERT COPY FEE: MAP RECORDED IN VOLUME 16, PAGE 4366, AT THE ST. CROIX COUNTY REGISTER PAGES: 2 OF DEEDS OFFICE. SURVEYOR: PREPARED FOR: DOUGLAS J. ZAHLER RICHARD 0. STOUT DOT NUMBER 55- 94- 3553 -2002 S & N LAND SURVEYING, INC. JANET P. STOUT 2920 ENLOE STREET 1 1353 AWATUEKK TRAIL HUDSON, N 54016 1 HUDSON, WI 54016 70TH AVE. I C�o�o ilo DH W@L. 9 p IP@. 00M ' M�nlpoll�ir'C D - - - -- - - - - - -- i ------ N LI OF T HE NE1 /4 �_[ S89 °07'18 "E 2640.04, - N89 °07'18 "W 686 1' NE CORNER 1953.93' - - 212.04 r� 2 12.04 r� � 262.03 ' SECTION 31 co 0 21 Ni /4 CORNER 0 212.04' 2.04' 228.46' (� SECTION 31 0 ♦ 0 $ F 33' 33'I M I � S89 °07'18 "E 652.54' C6 o c� . . . . . . . . . . . . . . r ....... l m 2 1 �� LA C\l �1! r T � I cri w+ 3. ri o Z - 2.237 ACRES iO 2.168 ACRES _ c? v I W w O _ _ 2.489 ACRES —, O r �I . (97,453 SQ. FT.) (94,453 SQ. FT.) � � � lO l w F n (108,413 SQ. FT. w r` co a I U i 0) INC. RAN c INC. R/W Lo ao ( ) r`- onl w Z I co rn INC. R - O - w r cm 2.077 ACRES - 2. ACRES ° p �'� - W _ I � � � 008 C c'� 2.009 ACRES ao N LL O �° I `� (90,456 SQ. FT.) (87,455 SQ. FT.) �- QQ (87,511 SQ. FT.) ° ►� w w rn �I EXC. R/W EXC. R/W !�I p U ' a co EXC. WW I o Z r Z w I 0 W W a �I T O -1 oI CCZ� D1 00 of 1 O w 82 Z cn I r Q� p Lwl l 263 33.72 a l CC 0 0 � I 230.10' � 1 Q w w 477. I °" 213.5 " 39'_ .T I J j �i O S89 0718E 212.04 ____N83 °15'48 1 �.._ - - - -- o Q 231 0 /��f` X47.00' Fr u� O T= I 0 ✓ � - 33!4 — 1 m z M �, II 50' N 80. gr � `tq o'7 ® � S89 0 51'03 "E .4 5.084 ACRES I� o I (221,473 SQ. FT.) INC. R/W : W N 80 160' 80' I 5.004 ACRES to (217,954 SQ. FT.) EXC. RIW U ct) U) I 50' SETBACK PER TRANS. 233 Z 60 50' 0O .......... 50 50' Z NO ACCESS N87°40'1 7"E 606.06' CAUTION: HIGHWAY SETBACK RESTRICTIONS 07-- PROHIBIT IMPROVEMENTS, SEE SHEET 2. v b co E1/4 CORNER cm SECTION 31 IN HIGHWAY "qw, CENTERLINE OF THE EAST BOUND LANE cr) NOTE: THIS C.S.M. IS INTENDED r TO REPLACE C.S.M. IN VOL. 16, PG. 4366. NO T _ ADDITIONAL LOTS ARE --- ° e p _ o _ LEGEND BEING CREATED. u50 — puff mP AHID� — — — — — — — � FOUND ALUMINUM COUNTY I SECTION CORNER MONUMENT SCALE IN FEET 1 = 1 50' FOUND 1" OUTSIDE DIAMETER IRON PIPE 0 SET 1" OUTSIDE DIAMETER BY 18" LONG IRON PIPE, WEIGHING 1.13 LBS. PER LINEAR FOOT 1 0 150 • • • • • • • • • • • • • ROADWAY SETBACK LINE (AS SHOWN) THIS INSTRUMENT DRAFTED BY: WILLIAM KANE m FOUND MASONRY NAIL JOB NO. 6052 -15 DATE: 11/07/2002 /— PROPOSED DRIVE SHEET 1 OF 2 SHEETS Vol.16 Page 4411 LLtt o6ed 9L'I A04r'� S133HS Z A0 Z 133HS Z00Z /L0/tl :31V0 9l -Z509 'ON l eor 3NVN WVIIIIM :A8 031.ma 1N3Wn211SN1 SIHi 'AlIOVdVO 3NV1 HJnOHH1 SAVMHJIH 3H1 Ol 1N3Wlddd3a 3H1 A8 3SV3H0NI ANV d0 30N3SSV 3H1 NI 'SAVMHJIH JNLL03NN00 HO SAVMH0lH >iNndl 3IVIS EJNIISIX3 WOdd 3SION EJNIIVSV 80d 318ISNOdS38 .LON SI NOL.LV18OdSNVd1 d01N3W1dVd3O 3HI 'SOdVONV1S 1Vd303d NO O3SVG 3dV S13A313S31-L1 ' L 318V1 1 SNVdl 'S NI S13ATI EJNI033OX3 S13A31 l.V 3SION 3ON31d3dX3 AVW NOISVUa ONVI SIHI d0 S101 3H1 :3ION 3SION '1N31A118Vd3O AVMHE)lH A1Nn00 dnOA JNIIOV1N00 AS O3NIV180 38 AVW d38WnN 3NOHd 3H1 'NOl1VINdOdN1 3HOW WOd 301ddO 101USIO NOI1V1dOdSNVd1 dO 1N3W1dVd30 NISNOOSIM 3H110VINO0 'NOLLVIdOdSNVdl d0 IN3WIdVd3a 3HI AS 318V30dOdN3 38 11VHS ONV S31n1V1s NISNOOSIM '£6Z'9£Z NOLL03S OI CNIOd000V 0118nd 3H1 d011d3N38 3HI 80d NOI101d1S31d V 31nlI1SNOO IIVHS NOLLOILUS38 SIH11VH1 O3ON3J.NI A1SS3ddX3 UN138 11 ''013 'S3111110Vd 3rJVN1VdO 'SW3ISAS 0I1d3S 'SI13M 'SAVM3A1W(1 1311V1dVd 'S1O1 EJNINdVd 'SNEAS Ol 0311WI1 ION 38V ln9 '3on1ON1 S1N3W3AO8dW1 '3N11 NOV813S AVMHCJIH 3HI ONV AVM 3H1 N33NU38 03M0IIV 38V S38n10nd19 80 SIN3W3AOddWI ON '30NV1SIO d31V380 3HI SI d3A3H0IHM '3Nl1 831N30 AVMHJIH 3H1 WOdd 133d O L 4 d0 'AVM d0 AVMHJIH 3H1 INOdd 1334 09 38 11VHS (££Z SNVdl da 3NI1 MOV813S AVMHJIH 3HI :310N 3NII N0V813S AVMHJIH '318VOOA3d 3UV SIIW83d IIV ONV SS3008d JNLL11Wd3d AVM3AldO 3H1 HJno8H-L A1NO O3. 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